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225 NE 96 St (7)LEGAL DESCRIPTION:Lot 15 and the West of Lot 15,Block 30,AN AMENDED PLAT OF MIAPII SHORES SECTION No. (,according to the Plat thereof as recorded in Plat Book 10,Page 70 of the Public Records of Dade CountV,Florida. GENERAL NOTES FOR 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO SE MADE TO DETERMINE RECOROEO INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (1223 DENOTES THOSE ELEVATIONS REFERRED TO Nnvn DATUM. 4) LOCATION ANO IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 51 THIS PROPERTY IS WITHIN THE LIMITS OF FL000 ZONE CONSULTING ENGINEERS 147 ALHAMBRACIRCLE No. 230 CORAL GABLES, FLORIDA Phone: (3061448 -9488 THIS IS A BOUNDARY SURVEY DATE :Jiine 09,1989 A••LICABLE ZONING. UNDERGROUND, ZONING AND BUILDING SET BACKS , MUST BE CHECKED 2)Y OWNER. ARCHITECT OR BUILDER BEYORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, infornfation and belief, as recant!) surveyed and platted under my direction, also that there are not above- ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 472.027 Florida Statue A .ALONSO PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 3690 STATE OF FLORIDA • NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 0 Q Z (1 3 PO out) 0I 5(.. SIMIRR PLAN OF SURVEY F t o' a , Nvr-• - 75.00 1 0 ■1 ie1,EV. �o,s� 15.BO' Y`I 7 O D S'* FI C, 32.2)0' 1 5�ti. c. E 225 i.4.E 9c," 5r• F•F•ELE.s t1.35� 0 R• z5' M o' P "2) sA 0 •9 20.50' ± 55,4 ? .avr- r ( t __ 9G • 4 '.5 0' Let l 9• o' %% .1 5 . F . 1)9.1I.1_ Noi.E. o H. VJ O- rin ETE 2 0 9 u) '• 1 i C/ • • vi t,, X70 r - Z .3 ' 6 • N Y► N 0 O Lis U Q' N o 01 • 0 • e.3 4 1 ,v., 1- D > s f `o' � 3 iu 1 L _ _ ' i D _ f >7c,00l ,- ` '0.7 3 - V i 1 P a 2 iC asi / , '.- - • - : . - \ SCALE rs 20' Ai g 1 • • . cf • .'3 It 8 1 5 . LEGAL DESCRIPTION:Lot 15 and the West of Lot 15,Block 30,AN AMENDED PLAT OF MIAPII SHORES SECTION No. (,according to the Plat thereof as recorded in Plat Book 10,Page 70 of the Public Records of Dade CountV,Florida. GENERAL NOTES FOR 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO SE MADE TO DETERMINE RECOROEO INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (1223 DENOTES THOSE ELEVATIONS REFERRED TO Nnvn DATUM. 4) LOCATION ANO IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 51 THIS PROPERTY IS WITHIN THE LIMITS OF FL000 ZONE CONSULTING ENGINEERS 147 ALHAMBRACIRCLE No. 230 CORAL GABLES, FLORIDA Phone: (3061448 -9488 THIS IS A BOUNDARY SURVEY DATE :Jiine 09,1989 A••LICABLE ZONING. UNDERGROUND, ZONING AND BUILDING SET BACKS , MUST BE CHECKED 2)Y OWNER. ARCHITECT OR BUILDER BEYORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true and correct to the best of my knowledge, infornfation and belief, as recant!) surveyed and platted under my direction, also that there are not above- ground encroachments other than those shown. This survey meets the minimum technical standards set forth by the Florida Board of Land Surveyors pursuant to Chapter 472.027 Florida Statue A .ALONSO PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 3690 STATE OF FLORIDA • NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL 0 Q Z (1 3 PO out) 0I 5(.. SIMIRR PLAN OF SURVEY F t o' a , Nvr-• - 75.00 1 0 ■1 ie1,EV. �o,s� 15.BO' Y`I 7 O D S'* FI C, 32.2)0' 1 5�ti. c. E 225 i.4.E 9c," 5r• F•F•ELE.s t1.35� 0 R• z5' M o' P "2) sA 0 •9 20.50' ± 55,4 ? .avr- r ( t __ 9G • 4 '.5 0' Let l 9• o' %% .1 5 . F . 1)9.1I.1_ Noi.E. o H. VJ O- rin ETE 2 0 9 u) '• 1 i C/ • • vi t,, X70 r - Z .3 ' 6 • N Y► N 0 O Lis U Q' N o 01 • 0 • e.3 4 1 ,v., 1- D > s f `o' � 3 iu 1 L _ _ ' i D _ f >7c,00l ,- ` '0.7 3 - V i 1 P a 2 iC asi / , '.- - • - : . - \ SCALE rs 20' MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) ENO ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60'-70' 116.5 88.8 57.2 153.1 114 I 75. I >70' -80' 121.2 90.3 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 160.5 119.7 78.5 >90'-100' 129.6 96.6 63.6 164.4 122.5 80.7 > 100' -120' 136.2 101.5 66.9 170.0 126.7 83.4 >120%440' 142.8 1065 70.1 175.8 130.9 86.2 > 140' -160' 148.4 110.6 729 180.3 734,3 88.5 >160'-180' 153.1 114.1 75.1 785.0 137.9 90.8 >180' -200' 157.8 117.6 77.5 788.0 140.7 92.7 >200' -250' 168.1 125.3 82.5 197.2 1470 96.8 >250' -300' 776.6 131.6 86.7 204.7 152.6 700.5 >300' -350 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 1415 94.5 2769 161.5 106.7 >400' -450' 199.8 148.9 961 221.6 765.2 108.8 >450' -500' 204.7 152.6 100.5 226.3 168.7 111.1 MEAN ROOF HEIGHT (h) COASTAL 6r NON COASTAL ZONES (TRIBUTARY AREA - 70 172.) COASTAL ct NON COASTAL ZONES (r9Sur RY AREA . 20 F72.) COASTAL & NON COASTAL ZONES ( TR$UTARY ARE 30 F72.) COASTAL & NON COASTAL ZONES (TR18VTARY AREA - 40 172) COASTAL 4` NON COASTAL ZONES ( TRBVTARY AREA - 50 172) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE' (ZONE 4) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' - 15' 61.5 47.8 57.7 45. 55.5 44.8 53.3 439 51.1 42.9 >15'- 20' 66.9 52.0 62.7 49.8 60,4 48.8 58.0 47.7 55.6 48.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 753 58.6 70.7 55.1 68.0 54.9 65.3 518 62.6 52.6 >30' -40' 81.5 63.4 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50' 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 722 60.6 >50' - 60' 91.4 71.1 85.8 68.1 82.5 68.7 79.3 65.3 75.0 63.8 DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHCWN ON CHART (o) FOR BUILDING FNTH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR ENO ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POS/T7VE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES 81' 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (s) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR ENO ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES' BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P. S. F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) TRIBUTARY ARE : WINDOW OR DOOR OR SHUTTER AREA (A AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) 3 PANEL SPAN (f7) x PANEL SPAN (I7) J NOTES : PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND LOAD CHARTS BASED ON AS.C.E. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m p. h. etc 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC J08, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WINO EXPOSURE, AS WELL AS EDGE, ENO OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFF THEN THIS SIGNED AND SEALED GENERIC WLNO CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. DADE COUNTY IL EC O Imc. TILLIT 1EWT11*0 & 0407NEWRINO C0 6PANY ISO k. I7. SAM.. Sh If7, W1MA Lha90 l.7dV 1716* "kW . (J¢I,117f -r3.1v . fu . (X0,971- I'17't N LiER A MUT Jr., P. E FLORICA LK'. / 44167 ASCE 7 -88 /WIND LOAD SCHEDULES bt 7121/11 .t he bR AS SHOWN Sul( 5/77/95 OATS ORAWANO 14o SHIT 1 Cr I t 1 z .055 t2 :.076 SCALE: HALF SIZE g� TYP. SLATS SCALE: HALF SIZE .048 SCALE: HALF SIZE .966 2.420 TYPE 1 TYPE 2 EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE -t2 .IL-t1 HEADER -CLG. HEADER (� MOUNTED CD WALL MOUNTED u✓ SCALE: HALF S12E *10 x 2" SMS. MANUFACTURED FROM 1t410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) - 3/8'0 x 0.90" LONG NYLON BUSHING W/ *10 x 3" SMS. MANUFACTURED FROM N414HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCAR8ON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY tt . ! o 1 0 0 N1 .c 4 ' : ga ADAPTER SLAT 0 CENTER MATE 1 SCALE: HALF SIZE o CO • r i .n o: cA N O N 0 �0. D0 48 0.125 t1 = .055 t2 = .076 •3 s 125 0 BUILD -OUT WALL HEADER SCALE: HALF SIZE + SCALE: HALF SIZE i 2.373" + .472" I.D. - .612" O.D. .158" 151' 1.350" 1 g LOCKING CLIP of o 2-t ` »-2 1 11 483 .875 {483, . 1.840 t1 z .055 12=.016 3.840 MAX. WALKOVER SILL 0 FLOOR MOUNTED SCALE: HALF SIZE 1.840 0.875 I N t2-+vITYP 2f t3 t2 0 e+08y o .250 1--• .949 + 1.391 1.891 1 1Th Ll 0.3260520' 1.840 + 2.420 1 .945" f x 600 " 620' i - till '.6. r t t '4 . ' 0 O I ' } - t� 1 t ..../...) �4- C .752" SILL -WALL 0 MOUNTED 04 ADJ. SILL -TOP 0 ADJ. SILL -BOT. SCALE: HALF SIZE SCALE. HALF SIZE 2.795 2.984 384 0 0 s m - . 190 0 N .165 10. .285 0.0.♦ - .09S- j .942 y 1.659 2. 101 SCALE: HALF SIZE + 060 F .345 C ) CENTER MATE 2 665 600 620. ' SOOT h Mli 0: 01 e- vil ' .0 4 •o: STEELTECH INDUSTRIES, INC. MIAMI, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 1.685 .055 ITYVI SCALE: HALF SIZE o• NOTES. 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNEO IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOAOS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: 5. ALL BOLTS ANO WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy = 33 K51. POP RIVETS SHALL BE 3/16'0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITH.N 18" OF CENTER (VERTICALLY). LOCKING MECHANISM SHALL BE LOCI ED 10 PROVIDE HURRICANE PROTECTION. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRCOUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -OADE COUNTY PROTOCOLS PA 201, 202, ANO 203. 3. OESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORT No. 96 -024 ANO 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS 11 ANGLE 058 - 5' MAX. SCALE: HALF SIZE 1.533 - STAINLESS STEEL ASSEMBLY - .4600 HOLE 1.100 251 12 ROLLER ASSEMBLY SCALE: HALF SIZE NYLON WHEEL RIVETED IN PLACE 055 -- 1TYP) .040"R - N I N . co co r- .05 .025 1 gI ®i NI , -tea a 1.250 CJ 90° END SLAT SCALE: HALF SIZE .050- C ) FLAT END SLAT SCALE: HALF SIZE .956 . 517. 2.312 .050 .025 lTYrh a 1.250 90° END SLAT SCALE: HALF SIZE 1.250 x .985 s t 050 +4080 376. 488 3761 1.400 , INSERT SCALE HALF SIZE + 312 2'4 0 322 r ,. 214 + .688 , 1.115 -,r 1..322 14 LOCKING ARM SCALE: HALF SIZE 1/8" THICK. STAINLESS STEEL 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 1 • oi 4 of 4; N . : 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIFY ALL DIMENSIONS AT THE J08 SITE BEFORE COMMENCING WITH THE WORK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF_ e q ; :1o2a 3\ 19 c 6 BY PRODUCT CON V. DiV:S:O4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c t.. ( C "� • 01 z V - z N tL < j O o O a co • y a < Z 08 0 2 0 > U N W z O 1 NO 0 1 Z Z( ,j 0 , r Q QI O U J ? 1 0 Q ' tL w !IN J N ' O 4 4 I Et" a ( . I=I w 1 N 4 o I > L EJ O 1 UJ tj "; E u- Z w R X iY s0 P;P 3 c m ^ N Q m - • :r;6. D . I O } O . o. _. . I o N M P m ' r- 4 w u • 0 0 E Z 4 4 m GMENNIENI ` 0 0. FL Li ans No PE •,! '0' :3 'scat. Idrawn by 1 1 AS NOTED I1 MC; Ide V JK drawing no. 98 -841 checked byi VJK J sheet 1 or 6 Z z 4 SCALE 3" T -0^ 1" x r x1/8 - ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS (TYPI 2" x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY BOTTOM TRACK N.T.S. VARIES - NO LIMIT SECTION TOP TRACK LT , LO AT1ON •F LOCKING MECHANISM AT SIDE TYPICAL ELEVATION FASTENER (B 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ®A ALT. CLOSURE DETAIL NQTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ®D CORNER CLOSURE DETAIL *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET 0 24" O.C. (TYP) TWO 1/4"4 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SCALE: 3" • V.O- LOCKING MECHANISM CAN BE o w ABOVE OR BELOW CENTER (5E6 NOTE 6) *10 x 1/2 GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET 0 18" O.C. 1 x1x.055 x2 "x.055": 2 "x3'x.055 ";2 "x1. "x.055" OR Y x 5 x .125" AL ANGLE PLAN VIEW .3 603110 .5550 4 m 0 N .150 LOCKING ARM 1 g ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE ®e ALT. CLOSURE DETAIL SCALE: 3" a T-0- SCALE: 3" a 1' -0" 2.110 0.315" R 0.505" R 2 MW. ^ ♦ FASTENER (4 24" 0.C. (USE ANY ANCHOR IN • ANCHOR SCHEDULE) , - 2 "x 2' x.125 ALUM. ANGLE CONT. -0.135" R - 0.435' R - 0.375" R t = 0.200 INSIDE "T' HANDLE SHIM (NYLON) SCALE: HALF SIZE *10 x 1/2 GALVANIZED SMS OR 3/16 "0 ALUM. ?OP RIVET 18" 0.C. — 1 "xYx.0S5 ":1 "xVx 055"; 2' x 3" x .055" : 2" x 1." x .055" OR2 "x5 "x .12S " AL. ANGLE 1/1. - 20 TRUSS HERO BOLTS & NUTS W/ LOCK WASHERS 24" O.C. '-HALF OF ® USE MALE OR FEMALE AS REQUIRE° ®E ALT. CORNER CLOSURE DETAIL EXISTING STRUCTURE - FASTENER (p 24' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). -- SINGLE ARM OR HANOLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER -' 2- 1/4 "• SINGLE ARM LOCK MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1-1/4 - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 51. 01STANCE TO BE MEASURED FROM BACK OP SHUTTER BLADE OR FROM "T' HANOLE WHEN HANDLE 15 MOUNTED 1NSIOE. s -:- INSIDE CLOSURE! ! I •\ "T^ MANOLE W/ i I \SHIM � � \ I I i I o- SEE FASTENER SCHEDULE OPTIONAL DRILL $ /3 "4) HOLE FRO BOTTOM OF EXTRUSION 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYPI PLAN VIEW SCALE : 3 "= t- 0" TYPICAL PLAN VIEW SCALE: 3" a 1' -0^ SCALE: 3"a 3/6" MIN. . 1 -1/2" MAX 1 0" -r 0. 60,. ALTERNATE ® FLOOR MOUNT DETAIL FASTENER (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). - JOINT BETWEEN REMOVABLE AND FOXED SILL 1 4 1"x ALUM. ANGLE W/ 3/16 POP RIVETS (ft: 6" 0.C. 1/4" MAX. EXISTING GLASS — 6 -1/2 NYLON HANDLE - ASPLACZ -r IZA O S INGLE ARAI LOCK) OPTIONAL CLOSER HANDLE 0 REMOVABLE FLOOR TRACK DETAIL S0 ASSEMBLY OPTIONAL ACCESS HOLE -EXISTING STRUCTURE • FASTENER 'TYPE 4" SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION SECTION EXISTING STRUCTURE MIN. 3,000 P5) CONCRETE APPROVED AS COMPLYING W"TH T'IE CONCRETE FASTENER p 8" D.COUTH FLORIDA SU:LDINS CODE ANY SCHEDULED FASTENER IS ACCEPTABLE DAI BY PRODUCT CO, ROL DIV:S'ON BUILDING COLE CC.'AFL :ANCE OFFIC3 ACCEPTANCE NO, C IS - 9 CP.6 •01 U Z > W Z N 8 W EMIBINIIINEEMS O O T i F- a • ql L LL < a 1 : 'IT 3 0 z_"° Q J b r` 0 " VJ. PROFESS4O F.LLi PE CIS } GINEER 81 e No 983 acs!• I:drswn by , AS NOTE MCj :dation by chscked byl VJK Il Wit ) drawing no. 98 -841 an•at 2 of 6 MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEOULE SHEET 5) GLASS OR DOOR .i • Rio 1/2' 4 - . �1 e --4 / I EMBED. GLASS OR DOOR EMBED. _ EXISTING CONCRETE. MASONRY ANCHOORSC STRUCTURE TYP EE FASTENER. SEE ANCHOR �- SCHEDULE. Nt N 'TYPE REFERENCE ROLLER ASSEMBLY CI TYP. EVERY OTHER PIN - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1• WALL MOUNT SECTION SCALE : 3 "= 1'- 0 EXISTING CONCRETE. MASONRY / OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. .� FASTENER. SEE ANCHOR SCHEDULE. REFERENCE /f / CONNECTION 'TYPE 5' <_/ EMBED BUT DO NOT EXCEED r /t` / / / 6" SPACING I/ 1 / 11 CONT.- j j , 1/2" fir;= _- -al• 11 CONT. 11 CONT ' 1/2" ) / 5 /B .�_ q(• -1/2' -TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 1414 TEK SCREW git 12" O.C. (TYP. TOP & BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS EMBED. SCALE : 3': 1'- 0" (SEE SCHEDULE SHEET 5) 9 -3/16' MAX. r ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM I BOTH ANGLES (TYPI. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 1YPE 5' BUT DO NOT EXCEED 6' SPACING 11 CONT. 1/2 "I 1/4" MAX. 1/4' MAX. 0 CONT. CI CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION 1/2" MIN. SHUTTER 1 SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR DOOR 3/16'• POP RIVET OR 1412 TEK SCREW 9 6" O.C. (TYP) - O S ® ASSEMBLY 1'xrx /8" ALUM. ANGLE W/ 3/16'0 POP RIVETS @ 6 O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' - 0 CEILING /INSIDE MOUNT SECTION SCALE : 3 "= V- 0" — 1/4 -20 MACHINE BOLT W/ NUT `. 12" O.C. ITYP, TOP & BOTTOM) .-ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N 1/4' MAX. z z <<n 4 ar a ow w N s o W J < < X 4 1/4' MAX. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. Et / 1 / i . • r i nomm i air Ail A 7: lY1 , • // • .. v : / i EDGE DIST. EDGE GIST. XC!. W N N T- EMBED f Ix /2" L _ W V d GLASS OR 000R W V - w C 3/16"P ?OP RIVET . 6" O.0 (TYP) EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ; ANCHOR SCHEDULE, TYP. • EHBEO FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' OPTIONAL FASTENER LOCATION IN LIEU OP ANGLE SUPPORT - STAGGER ANCHOR I/ 4' OFF CENTER REFERENCE CONNECTION 'TYPE 4' MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5 ,— FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' -© TYP. TOP L BOTTOM 1/4" MAX. Z 4N a Nw N 3= W ON r ( J Q = X p GLASS < W OR 000R X E < wN E 2 -7/8" 1 MAX. 1/4" MAX. 1/2' FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• MN. SHUTTER SEPARATION FROM / BE / GLASS (SEE SCHEDULE SHEET 51 EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1/4 MAX. - - w z z <4 4 ow c pN W J :l 2 XD 1 < W X Eu a W o E 1/4' MAXI O BUILD -OUT MOUNT SECTION L SCALE : 3 "= V- 0- 0 CONT. - FOR LARGER SPANS USE TWO 2' x S AL ANGLES ISEE SCHEDULE 1 TYPE C) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 1/4 -20 MACHINE BOLT W/ 1/2' NUT 12' 0.C. ITYP, TOP S. BOTTOM) 3 -3/4' MAX. ALT. ANGLE LEG DIRECTION ITYP1- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2" 0 CONT. - FOR LARGER SPANS USE TWO 2' x 5' AL. ANGLES (SEE SCHEDULE 1 TYPE C) O BUILD -OUT MOUNT SECTION SCALE : 3"= 1'- 0" MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION -TYPE 1• BUT 00 NOT EXCEEO 8 -1/2' SPACING Z 4 w W r 1/4' MAX. a r a N y O � < J X W : ar X - a ,. W ,n £ : N 1/4' MAX. Q1 TOP b BOTTOM GLASS OR DOOR • � 0: V1 • ° ; o EMBED. � EQ .� 0 FLOOR MOUNT SECTION SCALE : 3 1'- 0" MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) / EMBED EMBEO 3 -3/16' MAX. o BUILD -OUT MOUNT SECTION J SCALE : 3" = 1' -0" °- 1/4" MAX. 17 FASTENER, SEE ANCHOR SCHEOVLE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. . - 2'x2'x ASV ALUM. TUBE TYP. TOP & BOTTOM EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP n 1/4" MAX. 1/4' MAX; `-- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION -TYPE 1' BUT 00 NOT EXCEED 8 -1/2' SPACING APPROVED AS COMPLYING WITH TICE SOUTH! FLORIDA BUILDING CODE DAT'! ' 1Vt. 1 19 • � BY PRODUCT CON - L DIV :S,ON BUILDING CODE CCMPL:ANCE OFFICE acCEPTANCE NO (y -19c113' 0�] , o ,! o <n h � I Q is d 0 J P LL 1.1 t z jai ¢ w co 0- 0 m VI Q J N 4 E a Z w =X ' ! X 9 > m < 0 Ei P LL Q JI 0 r CO < 3- Z o J • E v K • O Ia O: t <_ • 0 F MNIMENIMMOnk O • f; C O 'I® • F- CO N gLjW: Q� M Q , G to tl ®'I to , • o •°■ : J . �W ' WI C: �, �: I0, i ; O' r , W ,C p H i 07 I $ WW i !pI 1J z N W 1- < V 0 N < 2 0 W 98 -841 ante, 3 of 5 ;scat, Idrown b TE AS NoD MG , das.gn by Tacked Or VP< Vm drawing no. I I MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD • (PSF) TYPE A ALL MOUNTING CONOTIONS EXCEPTOI QK © (FT - IN) TYPE B DETAIL ® OR OETAIL®W/ SINGLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - IN) TYPE C DETAIL® DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN TYPE D DETAIL 01C 9 -3/16" MAX. 3.0. (FT - IN 30.0 13- 1 12-4 13- t 12-7 38.0 13 -1 11-0 13 -1 11 -2 40.0 12- 11 10 -8 12-5 10- 11 48.0 12 -4 9-9 10-4 10 -0 52.0 12 -1 9-4 9 -7 9- 7 56.0 11 - 11 9 -0 9- 0 9- 3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -3 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 -3 8 -0 8 -0 8 -2 75.0 9 -8 7 -8 7- 8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6- 7 6- 10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 5 -9 5-9 6-0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4- 9 5 -0 130.0 5 -7 4 -5 4 - 4 -7 140.0 5 -2 4 - 1 4 - 1 4 - 3 150.0 4 -10 3 -10 3- 10 4 -0 160.0 4 -6 3-7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 180.0 4 -0 3-2 3 -2 3 -4 190.0 3- 10 3-0 3 -0 3- 1 200.0 3 -7 2- 10 2- 10 3 -0 210.0 3- 5 2- 8 2- 8 2- 10 T A 8 L E 07/20 98 17:06 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. T A 8 POSITIVE DESIGN ? LOAD (W) (PSF) ACTUAL • SPAN (FT - IN) 5 - 0 MIN. SEPARATION MIN. SEPARATION FROM GLASS FOR FROM GLASS FOR INSTALLATIONS LESS INSTALLATIONS GREATER THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (INCHES) (INCHES) 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 -0 2 -7/8 1 -5/8 11 - 0 3 2 -1 /8 13 5 -0 3 -3/4 2 -7/8 2 -3/4 1 -1/2 7 -0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2-1/4. 12 - 11 3 -3/4 3 5 -0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -5/8 50.0 8 -0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 5 -3 3 -3/4 3 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 -0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 -0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 -6 3 2 -1/4 10 - 4 5 - 0 3 2 -7/8 2 -5/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 -0 2 -7/8 1 -7/3 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 2 -7/8 1 -3/4 90.0 8 -0 2 -7/8 11 - 0 3 -3/8 3 -3/8 11 6 3 -7/8 4 5 -0 2 -7/8 1 -1/2 100.0 7 -0 8 -0 9 -0 10 - 3 2 -7/8 1 -3/4 2 -7/8 2 3 2 -3/4. MINIMUM SHUTTER SEPARATION FROM GLASS (IN) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT t • '• '� 3L 1 BY . Ali to PRODUCT CO: ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTAI4CE NO � 3. 01 n I m C A z Z I M 1 l'A d 0 O I.- _z Lu w 0 01 I V 6 . 1-` a 0 2 t W N in Q o a a c-- a R Z c °. i ob I 0 n x D ' 0) VI m u 0; a > ui J �1 • "' Z .. W V ▪ E W [- X Y m a co U z • a a • y I - 0 m p > > 4 m Z • w • 71 . S ■ 0 N o Y O , 0 i -. W v E ol �'•p Z L >- l 0 X 44 •OI- 'OF i u I2. • > v :O :er o VJ. KNEZSVICH PROFESSION ' "GINEER' FL Lic PE 00 date No: 83 81998 I scate {drawn by i AS NOT20,; MC ; design by 1 chack b V JK J V JK drawing no. 98 -841 an•et 5 of $ Ni 0. 0 • le • 0 O W 2: 07/23/96 • ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE NEG. 3/4" EDGE DISTANCE LOAD (W) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO S' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 13•-1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 L. 5 ® 1/4 "0 WOOD LAG SCREW W/ 1 -3/4" MIN. EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO W OOD GRAIN 48 12 12 11 7 12 12 12 8 11 10 12 4 7 62 12 12 a 5 12 12 12 6 8 7 12 4 / 6 72 12 12 7 5 10 12 12 5 7 7 12 4 6 9 2 12 12 5 3 8 7 12 4 A 6 7 12 4 6 :> - 210 7 12 4/ 6 1 r1 12 4 % 6 11111101011311001111111001111 12 12 12 10 12 8 12 6 COINIZEICMOINIELA MVO 12 6 10 6 8 4 12 9 11 7 10 6 8 4 7 9 12 12 10 5 7 5 7 12 12 8 3 5 4 6 8 12 7 3 3 5 4 11 5 4 11 5 3 4 3 3 4 11 5 3 6 12 6 4 11 5 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTICN TYPE 1 2 3 4 5 3' EDGE DISTANCE SPANS UP TO SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION YPE 1 2 3 4 5 1 2 3 4 5 12 12 12 12 12 12 12 12 12 12 12 9 8 1112121 5 6 8 12 12 10 4 5 7 9 12 8 3 4 5 4 12 7 3 7 712 8 3 4 6 4 12 7 3 4 5 4 12 7 3 4 4 4 12 7 3 .4 5 8 12 12 4 6 12 12 3 5 6 11 3 4 3 9 4 5 11 11 3 4 3 8 12 12 6 10 11 5 5 9 4 3 7 3 10 10 6 7 8 5 4 7 4 12 12 8 11 12 6 6 11 5 3 8 4 umem uml uQ 0D® - Ramm umm 5 10 5 4 3 8 7 3 3 7 3 3 7 3 s 3 3 3 10 8 8 4 4 4 4 12 12 10 12 12 12 10 10 5 7 12 7 12 5 10 4 a 3 12 6 3 10 4 6 8 4 5 / 3 8 4 / d" // 44 A. ..0® um©mt' , 3 DO/////y� � D ii ' 3 8 4 II���M�� De /© A 3 6 3 mm Omm0© ©Om%/0' 11 4 ' % ! . ACE /MID : / JIM .1311" . �/ I� 3 7 12 6 3 12 12 10 10 4 5 7 12 7 7 3 4 3 9 5 3 5 / 11 5 6 1212 8 4 4 r 4 r 4 � / :' . ©0!<I�/!.�©MO' . 11 4 S 3 7 3 5 3 DD© %%I �DQ% 111; ; 4 PERVAIMIN AISI .ao 01111 - v ' 12 6 10 4 8 4 6 3 m 4 /� : .uO�lilt//.uaa� . _lu ,/o 12 Ol 0 O 0 ANCHOR TYPE 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 11111 t t♦ 111111ll 1111 t l l l ll 1 111 12 11 6 11 10 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 1/4 "0 RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "0 FEMALE "PANELMATE" W/ 1-1/4 - MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 111 1 ll l l 1 1111 1111 I l 11 11 1 l 11111 1 1 ►> 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 1 1/4 "0 RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "0 FEMALE "PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES 0.C.) FOR VARIOUS DESIGN LOADS 2" EDGE DISTANCE NEG. LOAD (W) P.S.F. MAX. (SEE NOTE 1) 62 12 12 48 12 12 12 72 12 12 92 11 12 210 4 11 48 12 12 62 12 12 72 12 12 92 210 48 62 12 12 12 12 72 12 SPANS UP TO 5 -8" (SEE NOTE 1) 92 210 48 9 3 12 12 62 12 12 72 12 12 92 9 12 210 48 12 1 62 12 72 10 92 6 210 48 12 12 CONNECTION TYPE 1 2 3 4 5 72 12 12 62 12 12 92 8 10 210 3 48 12 62 72 92 210 48 11 10 6 12 12 62 12 12 72 12 12 92 9 12 5 210 3 11 10 7 5 %/ 3 12 9 12 12 7 12 11 6 11 8 5 8 11 5 7 8 4 6 7 3 5, 5 4 9 4 6 7 6 33 4 1 5 3 4 12 12 11 5 7 8 4 6 12 7 3 5 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 7 12 4 11 6 3 11 5 3 4 12 7 4 7 7 12 9 5 9 7 12 6 3 6 7 2 3 4 5 1 2 3 4 15 12 11 8 11 12 12 12 12 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 5 3 4 12 7 6 3 6 12 12 12 7 4 7 12 12 12 6 3 6 12 12 12 6 3 6 12 12 12 3 4 4 12 7 12 12 12 12 12 10 12 12112 12 9 12 12 12 12 7 10 9 12 10 3 4 4 12 7 3 4. 9 12 12 12 11 6 7 11 9 12 10 5 6 9 9 12 10 5 5 7 9 12 10 5 8 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE IN TABLE 1, SHEET 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. ENTER TABLE WITH THE NEGATIVE DESIGN LOAD AND SHUTTER SPAN OR THE NEXT HIGHEST VALUE SHOWN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OP. WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2x WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. 5 . 9. FCR BUILD -OUT MOUNT SECTION NOT EXCEED 3 -1/2" O.C. 10. FOR BUILD -OUT MOUNT SECTION NCT EXCEED 6' O.C. = 00 NOT USE ANCHOR. ANCHOR SPACING SHALL ANCHOR SPACING SHALL APPROYED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE CAT" ):. ' �.,: 31 19 BY 4 d. ,.l PRODUCT CO. ROL DIV :S :0N BUILDING CODE OU!t1PLIANCE OFFICE ' tEPTANCE NOUNIMINDININNS VJ. K PROFESSI. ALE RI FL . n No: PE 83 81998 98 -841 Sheer 6 or 6 07/23 jscate fdrewn br AS NOTED MC design Dy • b� VA I VJ: driving no. MIN. 3,000 PSI CONCRETE IILIEC 0 INC. MDT TFS77NG & ENGYNEERINO COMPANY 4595 kW 3d1A St. Si. 1 211 - Vv+r w4 GARGO.S. n. 3.546 Mr* : (3(,5)61( -1330 . far r (3A")61I -153? WALTER A TIL Jr., P. E. FLORIDA Lk. ' 44167 ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HLLfiil. FLORIDA 33018 IFCSCV17, u[Y. H. 2 tr:Xtr'1aw RENd3JN TRW et-02 NOT • 6 0472 r /2r /PE d/05 /9a AN. 1. a an AS SHO SCALE 1/21/98 DATE 98 — 25 DRA WNO No SHEET 1 OF 13 (Typ (TYP Max. SLAT SPAN (SEE SCHEDULE) F OR Cont. 2 OR H W v 0/4 8 l v / P/4 7 Mcx. SLAT SPAN (SEE SCHEDULE) TYPICAL SJNGL• UNI f ELEVATION (NO STORM BARS REQUIRED ` E. SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. Max. MULLION SPAC /NO - - •- w -1 /s /l / / / / / / / / / / / / / / / / / / / / / / / / / /// R/2 Q // / / / / / / / /// \ \ \ \1\ \\\ \ \-\\\ \ *S \ \ \ \ \ \ \ \ \ \ \\ \ \, \� \ \ \\ Max. SLAT SPMI (SEE SCHEDULE) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE.: SEE SHEET 2 dr 3 OF 13 FOR COMPONENTS NOMENCLATURE. Det. .1.1/6 OR M1 /6 Typ. Ea. SIDE © OR ® @ OR ® © OR (Typ. Ea. END) ®OR (Typ.) ti7 0/4 Max. SLAT SPAN (SEE SCHEDULE) Wax. STORM BAR SPACING (SEE SCHEDULE) MAX1I.PAI HEADER SPAN (SEE SCHEDULE) TYPICAL MULTIPLL' UNIT ELEVATION (S B ARS REQUIRED) NOTE: SEE SHEET 2 R 3 OF 13 FOR COMPONENTS NOIJENCLATUREY Max. HEADER SPAY & h;x. WU•LLON SPACING (SEE SCHEDULE) Cont. / / / / / / / / / / / / / / / / /// r// / / / / /// / / / / / / / / / /(/ / / / / / /// I Y Mln. TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE. SEE SHEET 2 de 3 CF 13 FOR C MPONENTS NOMENCLATURE. GENERAL NOTES. 1. ROLL -UP SHUTTER HAS BEEN DESIGNED IN ACCORZA K WITH THE 1994 040E COUNTY EDLTON OF THE SOUTH FLORIDA BU!LD /NG CODE. DESIGN INtI0 LOADS SHALL BE AS PER SECTION 6 OF ASCE 7 - WIN 110 HI Pit BASIC WIND SPEED. ROLL -UP ShUirEri'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VENOM IN ACCORDANCE 'METH SECTIONS 2315 do 2314 RESP£CTNELY OF THE ABOVE MENT?ONED COOS 2. ALL ALUMINUM EXTPUSIONS SHALL BE 6063 -T6 ALLOY (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 SERIES W /50 ks! YIELD POINT AND 90 ksi TENSILE STRENGTH. 4. BOLTS TO BE 2024 -T4 ALUMINUM ALL GALVAN><£D OR STNNLESS STEEL wail 36 ksi MINML'N YIELD POINT: 5. STORM BM's AT FLOOR R CFJ 1G MOUNTENC INSTAL1ATXiNS MAY BE REMOVAB AT ION H U R R I C A N E CGN OITJONS IICWa S1 LL BEAR A LABEL_ IN A VISIBLE PLACE MTH A WARNING NOTE WSTRVCTWc TH ANT OR GONER THAT STORM BARS ST - PETN A TR CCARESPCWOZ HARONARE iT>'F3ta.'.Wi i!SI WARINC AND THAT ROLL UP SHUlTtAS WILL NO • - • RRTCMIE PROTECTION UNLESS ALL STORY A l C'TED. 6. ANA -1ORS TO WALL FOR SIDE RAILS & BOY CONNECTION SHALL BE AS FOLLOWS: (TIMESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON NUCHORS AS MANUFACTURED BY LT :W../RAVSET OR ELCO INDUSTRIES: NOTES: A I) M/NLVUM EMBEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 13/4'. NO CVBEOIENT INTO STUCCO SHALL BE CONSIDERED AS PART Of THE REQUIRED EMBEDMENT. CONCRETE A2) ON THE EXISTING WALL OR FLOOR. ANCHORS S1iALL 8£ LONG ENOUGH TO FOUNO THE MAIN STRUCTURE BEHTNO SUCH PANELS. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS. AS MANUFACTURED BY 1. T.W./RAVSET OR ELCO rNOU57RL•LS. MOTET B.1) WiNIV EMBE:AIENT Of TAPCON ANCHORS. Ll7Q RTE CONCRETE BLOCK Umr SHALL B£ 1 1/4 9 IN CAS THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTLw^ WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE maim STRUCTURE BEHIND SUCH PANELS. (C) ANCHORS Shall BE INSTALLED FOLLO+YNG ALL Of THE RECOMENB4fONS AND SPEC1FIC4- TONS OF THE N+CHNR'S MNNURER. {D) - .: P3. a.. 7N "M FACT = & MULLIONN COONECTXINS SHALL Q yf ON APPLICABL ; C �� `" M•Y .^ au LR" -T3-TF 7. IT SILL BE TH RESPONSIBI+)TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. SHUTTER WANUFACTURER'S srA.4IP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" ABOVE 77i£ BOTTOM OF SUCH PAIL. STAMP SHALL READ AS FOLLCWA M NGSH FL /ELD DADS COUNTY Th Q 'UCT CONTROL APPROVED. ROLL -UP M£CHAYfS Nor PART OF THIS APPRCV.AL. (1) SEE SHEET 8 OF 13 FOR UMITATIONS & REQUIREMENTS FOR THE INSTALLATION OF DIFFERENT SIDE RAIL TYPES BASED ON SLAT SPAN & DESIGN PRESSURE RATING 1 L r; Id TH TPE FLO7CA E U.LC1I3 CCCE FROL ''', TROL DIV :3;C'! BUILD'■: CCDE COMPLIANCE OFFICE ACCEPT = p .;CE [v'), l % 01 DADE COUNTY At TYPE 1 ''SLAT: EXTRLDED ALUMINUM SLAT FOE 3- T6 ALUAIINUM ALLOY SCALE: 1/2" 1 .315' ry 1 _1.750=- 1 } 1 -•- ©F TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2.593" TYPE 2 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" 0 • -.250' .250' .250' .O48 © TYPE 2 SLAT: EXTRUDED ALUM /NUM BOTTOM SLAT 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" © TYPE 3 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE 1/2" = 1 ° 3.000" © TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" +-.12 HEADER TYPE 1: 606 -T6 ALUMN'JM ALLOY SE: 1/2" = 1" -• -.125' 6063 - Alum. ALLOY SCALE: 1/2" = 1" 1 ® HEADER TYPE 2: 6063 -15 ALUMINUM ALLOY SCALE: 1/2" = 1 " © TYPE 4 SIDE RAILS: r °�1 ,125" f25' -1 • .250' 4.000" Ul HEADER • TYPE 3: 6063-T6 ALUMWUM ALLOY SCALE: 1/2" = 1° iinco INC. \ flair it3litia r ENGINEERING COMPANY 0.595 W. 7 003471-15X i. 2 f (.1,15)871-15.11 3.5166 WALTER A nLLIT Jr., P. E. FLOR IDA Lic. / 44167 L TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" .2 50' {»- 2.000" { i tV 1 1.395" — ....{ r 1.501 =1 Typ. 2.958' .37.5' --*-1 k- ©1 TYPE 1 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" T'{E CO -. 1 D'iv.S ON CO :)E CCr,l?U.A ?SCE OFFiCE ROLL-UP SHUTTER ROLLINGSHIELD, INC. 6900 N.W. 119 STREET HIALEAN, FLORIDA 33018 w , Firesh I mad 94-07 I/11/D0 T�f�VC eAL 4 / o DADE COUNTY AS SHOWN SCALE 1/ 21/98 DATE 98 - 25 DRAWING No SHEET 2 OF 13 TYPE 2 STORM BAR: 3" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" © BOX COMPONENTS AND ASSEMBLY DETAIL 1T LI EC O IN .\ MUT TESTING t ENGIN£ERJNG COMPANY 0.595 N .WIh t. c 1�- ./'r4 3716e 1x i33 WALTER A TILUT Jr., P. E. FLORIDA Lk. 1 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H,ALE.N . RORIDA 33018 KY. N. tt3L VnON R l 1 FROM 94-01 C'(i1C2AL an I /1Voa 4.109[41 w i acSrAer+,N aT AS SHOWN SCALE 1/11/99 CATE 98 — 25 ORAWiN. No SHEET 3 OF 13 J. 00J' -• -.115' TYPE 1 MULLION: 4" EXTRUDED MULLION 6063- T6 ALUMINUM ALLOY SCALE: 1/2" = 1 © TYPE 2 MULLION: 5" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY SCALE.: 1/2 - 1' • H L •.125' TOP PROFILE 3005 -H28 ALLOY. BOTTOM LEADER 1V/PLUSH. REAR PROFILE J005 -H28 ALLOY. BOTTOM PROFILE 3005 -H28 ALLOY. COVER PROFILE 3005• -H28 ALLOY. NYLON DISK: 4 1/4' O. D. ROLLING CUSHION W/SALLS. BOX SIDE BRACKET: CAST ALUMINUM. RIBBON; 17/32' WIDE. SIDE RAIL. scar. EXTRUDED ALUMINA, DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16' 0. D. x 0.032 Thk. RETAINING METAL PLATE: 26 Go. Goly. StI. AT EACH ENO. NYLON FERRULE: 1 17/32 0. D. x 0.045' Thk. x 3 5/16" Long. NYLON FUNNEL. SCREWS: ,r 4 x 1/2' S. S. 4. 600' .- -. 169' © TYPE 3 MULLION: 6" EXTRUDED MULLION 6063 -T6 ALUMINUM ALLOY SCALE: l /2" = 1' 1 BOX SIDE BRACKET TYPES 198' P.'7-7.O.'i'_, is CC.M?LY: ;r:, i'! T'Hl THE' SCvT'i. FL s ';3 CO'•E ❑ 1 ::.F Di4 3 �: S PR:1� 8JI:DiNC: C'v',E COMPL!A ?.CE CFFICE ACC 4D CtS"®7lk`d • 05 OADE COUNTY MAXIMUM DESIGN LOAD " ('P'S' f) 0 & 0 \..i 0 3" WALL MOUNT SIDE WALL MOUNT WALL MOUNT SIDE WALL MOUNT WALL MOUNT SIDE WALL MOUNT $O Q. OR- LESS 6" 6 ,. 6- 6" 6" 6 " 6 ,. 6" 6" 6" >80.0 ro 150.0 - - 5" 4" 4" 4 1/2" - - 6" 6" 6" 6" >150.0 TO 197.2 - _ - 4" 3 1/2" 3" 4" - - 6" 6" 6" 6„ ACTUAL E. D.= EDGE DISTANCE FACTOR 3" .86 2 1/2" .71 2" .50 M AU —SET TAPCON 0/? RED HEAD SLEEVE ANCHORS (SEE SCHEDULE ON THIS SHEET) /1 TrrM6.\ TTLLt TESTING & ENGINEERING COMPANY SW M 1 Q 7t - tom - f 0487 .;t?cs1 3.3186 WALTER A. IIWT Jr.. P. E FLORIDA Uc. / 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H14LE I , fWORIDA JJO18 Ant 0 2 gac4vr•x AEN SOW I 14 -42 6 7 G an a or /9 ,w w aarxr»a Aim AS SHOWN SCALE ►/21/98 DATE 98 - 25 MAINS Na SHEET 4 OF 15 POURED CONCRETE OR CONCRETE BLOCK REQUIRED R SECTION P , e; (!) : WALL MOUNT SCALE: 1/Y = 1' TAPCON OR RED HEAD SLEEVE ANCHORS (SEE SCHEDULE ON THIS SHEET) POURED W CONCRETE OR CONCRETE &LOCK REQUIRED SECTION P - P (2) : SIDE WALL MOUNT SCALE: 1/2" - 1' SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR (in) SCHEDULE FOR SIDE RAILS , n , & CONNECTION TO C. B. S. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. D. MAXIMUM SIDE RAILS ANCHOR SPACINGS SHOWN ON THIS SHEET ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON THIS SHEET BY THE FOLLOWING FACTORS. 2" r 2' x .125' Cont. Nunn. NICLE w/ /14 x 3/4" S.M.S. 06' 0. C. TO S/OE RN(. SECTION Q -. Q : MULLION MOUNT SCALE: 1/2" = 1' MASONRY POURED CONCRETE SUBSTRATE LEGEND W -1 OR W -2 OR 1r4 x 1' S. M. S. • r o. O. Fu' / f4 x 1' S. M. S. e 6' O. C. SECTION R - R 2 /14 x 1' S. M. S e6" ac. W -1 OR W -2 SECTION R - R 2 x f x .125' Conf. ALUMINUM ANGLE : MULLION MOUNT (SIDE) SCALE 1/2" - f' OR 0 @ : MULLION MOUNT (FRONT) SCALE 1/2' - 1' APPS(:t. AS CG ^,;'LY :NG W'TH CO:, ?, a CL! LG CGE r) b ar_ PRODU DiV S.ON BUILDING C3DE COMPLIANCE OFFICE ACCEPTANCE NO QX'01 (i DADE COUNTY ANCHOR & ANGLE SCHEDULE FOR ELEVATION /^ DESIGN LDAD (psf) ANCHOR TYPE k QUANTITY ANGLE THICKNESS 72.0 OR LESS • (6) 1/4" 0 rAPCONs 1 /8" >72.0 UP TO 197.2 (4) J /B" 0 x 2 1/1" RAWL BOLTS 1/ ti 0 L • 3" IMIn. FOR ,4A SINGLE < ABOVE Jo /GR� DE. a SEE TABLE 1 ON SHEET 8 OF 13 FOR Mi v1MUM SEPARATON /GLASS FOR ,NS±ALf.4110N WITHIN 30 /GR4DE MEASURED / liUEc 0 INC. 71LLIT TESTING & ENGINEERING COMPANY °.x''5 N.I. t St. Ste 2f . im ( 325)87rf . 3.7!66 WALTER A. T7LUT Jr., P. C FLORIDA Lie. / 44167 ROLL —UP SHUTTER ROLLINGSHIELD, INC. 6900 N.W. 1 19 STREET MAL EAl- 4 FLORfOA J3018 /ICY. /4 Pacay - X i Der ACV. Mr aacibr'%Y/ �.T I RC.19.-*/ MOW 94- Q211/21/➢0� x V t srca., B 5/o.5/5.5 AS SHOWN SCALE 1/21/98 DATE 98 — 25 DRAWING No SHEET 5 OF 13 , POURED CONCRETE REQ( "D DOOR / OR WINDOW GLOSS AT BOTTOM OF SHUTTER • y POURt"D CONCRETE R£OUIR£D •=- -2.000 -- (Mr,.) •ir i REMOVABLE STORM BARS ( SEE SECTION SCALE : 1/4' - 1' NOTE : THIS ,NSTALLAnON CAN BE CONSTRUCTED REVERSED 1, e. WITH 8OX FACING WINDOW, AND CONVEX 510E OF SLATS FACING THE EXTERIOR. 1" r 2" x 125" Cont. Num. ANGLE W/ CONCRETE ANCHORS 0 6" 0. C. ® OR 0 3.000' Mln 4.500' Min. O OR O 0 0DR® O CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR '5" FOR ANCHOR TYPE REQUIREMENT) POURED CONCRETE REQUIRED W NDOW CUSS O 3' M;n. FOR SINGLE SPAN INSTALLATION ABOVE 3O' /GRADE, R F SEE TABLE 1 ON SHEET 8 OF 13 FOR N;N.'MUN SEPARATION/GLASS FOR INSTALLATION WITHIN 30 '/GRADE MEASURED AT BOTTOM OF SHUTTER FOR TAPCON ANCHORS SECTION V — V : ?.0017 (Min.) S I '•+ 2.000 =} (Min.) 71 SINGLE SPAN SECr10N5 AND DETAILS ARE SIMILAR 70 ABOVE SHOrN N7n - POUT STORM BAR t HEADERS. 1- x 2' x .125 Cont. Num. ANGLE W/ CONCRETE ANCHORS 1 5 0. C. C�ORO ® OR O Ti r x 5" (Mox.) x VA:ABLE FOR RAWL CALK-IN ANCHORS 1 TH /CKNESS Cont. ALUMIN(N MIGLE W/ OR RA4t BOLTS ANCHORS �/ X CONCENTFC OF TAPCON ANCHORS 04'0. C. ORJ /8'0x11/4' POURED CONCRETE RNA BOLTS AT NORM BAR LQCA170N, OR CONCRETE BLOCK REST 0 12' 0. C. (SEE SCHEDULE ON REQUIRED THIS SHEET) WALL MOUNTING , INSTALLATION W/ FIXE©. STORM BARS SCALE : 1/4" 1' 1 1/r x 1 1/2" x 125" x STOfiM BAR .750'..}.750' DEPTH Alum. ANGLE i EA SIDE SE CTION (2,) / 14 x 3/4" S. M. S. FOR EACH SIDE. FOR INSTALL4TION INTO CONCRETE USE (2) T /4" 0 TAPCON ANCHORS EA. SIDE FOR DESIGN LOADS UP TO 80 psf A: (2) 3/8' 0x RAWL BOLTS EA. SIDE FOR GREATER DESIGN LOADS. FOR fh'STALUIONS INTO HEADERS (G2, OR Y"S. . USE 2 Ilj}"I4x34 M. S. EA. SIDE. SECTION S — S (FOR FIXED STORM BAR) SCALE : 1/2' = 1" 1 1/2" x 1 1/2 x ,750" .750' 125" x STORM BAR DfPTN Alum. ANGLE EA. SIDE DETAIL A SCALE : 1/r = 1' 4 AND 4'-ce Max. SLAT SPAN O OR FOR INSrALL4TKJN INTO CONCRETE, USE (2) 1/4" 0 x 7/8' CALK -1N ANCHORS SIDE FOR DESIGN LOADS & (2) 3/8" 0 x 1 1/4" CALK -INS EA. SIDE FOR GREATER DESIGN LOADS. * FOR L�NSTALLATIONS INTO HEADERS (H) OR 4" USE 2 ) 14x3 M. S. EA. SIDE. ® ORa (2) 1/4" 0 20 M. S W/ 7/8 e , WING NUT FOR REMOVAQLE STORM BAR) SCALE : 1/2' = 1 " Ir 1/4" 0 -20 OR 3/s" 0 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 0 x 7/8" OR 3/8" 0 x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE CET. A). MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR CV .77550' .750" EDGE OF WALL SECTION S 1 — S 1 SCALE : 1/4' a 1' ELEVATION SCALE : 1/8" = 1' ! 1/2" x 1. !/2" x .125" x W / '-4 (2 " 3/8" 0 M x N 3" R4WL BOLTS EACH SIDE. O OR O (2) / 14 x 3/4" S. M. S. EA. SIDE. 1 1 /r x 1 1/2" x 125" x STORM BAR DEPTH Alum. ANGLE W/ (2) / 14 x 3/4" S. M. S. EA. SIDE EA. LEG. (SEE SCHEDULE FORA %misS) TAPCON ANCHORS OR 3/8' 0 x 2 1/4' RAWL BOLT ®4" 0. C., REST 9 12 (SEE SCHEDULE FOR QUANTITY) APPPR0'i.0 AS CC.!riPLY;t:C WITH ThhE SOUTIi Ft' BUILDING CODE ar PRODU. ,, TROL DVS ON BUILDING CODE C OFF! 4 1 ` ACCEPTANCE MO _O ).LV .0 DADE COUNTY W000 HEADER REQUIRED EXISTING WINOOW VARIES, SEE TABLE 1 ON SHEET 8 Of 13 FOR Min. SEPARATION/GLASS FOR INSTALLATIONS WITHIN 30 /GRADE MEASURED Ar BOTTOM OF SHUTTER N. T. S. 1/4' 0 x 4" LONG LAC SCREW ®Ea. STUD Z" x 2 x 1 8" Cont. Alum. ANGLE" (6063 -T6 ALLOY) 1 � — 1 " x 2 x .125' Cont. Alum. ANGLE (6063 -T6 ALLOY) 1/4" 0 x 4' LAG SCREWS 0 Ea. S71.40 WOOD sruD 0 24" 0. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION 1 0 PLAN A (SECTION) WALL MOUNT SCALE : 3/8" = 1" N111111GI 4'4W 1 ►i • iYil PLAN B (SECTION) INSIDE MOUNT SCALE : 3/8" = 1" b 00 40 oo 6' 7Y 2 x 4' WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 2" x 2" x .125' Cont. Alum. TUBE (6063 -T6 ALLOY) 114'xJ /4 "S.M. O 6" 0. C. 1/4' 0 x 4' LONG LAG SCREWS O 6"O.C.W /11/2 " Min. PENETRATION TO EXISTING WOOD STUD. 2' x 4- W000 STUDS REQUIRED 0 CORNER ( TYPICAL) 1/4' 0 x 4' LONG LAG SCREWS 0 6' 0. C. .250" W/ 1 1/2" Min. PENETRATION Max. TO EXISTING WOOD STUD. 1TDEC 0 INC. 17LLJT 117ST7NG k ENGINEERING COMPANY 6396 M.W. 301h a. s.. 717 - 1 .1PCS414 GfLYTQ FE 3.7156 Pn,,,. , (X3167t - ,3x . Fire : (305)871 -1531 WALTER A T7LUT Jr., P. E FLORIDA Licj 44187 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W7T11 DESIGN LOADS UP TO 75.0 psf. 2. FOR NEW FRAME CONSTRUCTION WOOD MEMBER TO 6E SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 3. MINIMUM PENETRATION OF LAC SCREWS INTO WOOD MEMBER TO BE 1 1/2 ". (9) SEE SHEET 8 OF 13 FOR LIMITATIONS & REQUIREMENTS FOR THE INSTALLAr10N OF DIFFERENT SIDE RAIL TYPES BASED ON SLAT SPAN & DESIGN PRESSURE RtiT7NO KY. x. 7 dr.7CA.1g11 fie'A9t7! (ROI S6 - 02 aVT 1 /2 VW Ud 2" x 4 STUDS A?; ?r`,DAD AS CCNIKiiNG S(' IT.a FL' A E'I.LD.'IC C:`. pc�;jc,, i;TROL DIViS,OA B'I.;LD,A6 CODE CO',,"PLIANCE OFFICE ACCEPTANCE ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HNLEN , FLOR1L14 JJ018 AIM Aio w:c i 6 DADE COUNTY AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAW7NO tk SHEET 7 Of 13 67.5 5' -3" * 5' -3" * 4" 4" 3' 3" 70.1 5' -3" • 5' -3" • 4" 4" 3" 3 " 71.1 5' -2" • 5' -2" • 4" 4" 3' 3' 10.0 - - , - 1 175.6 3' -8" * 3' -8 • 3" 3" 3" 3' 180.3 3' -7" • 3' -7' • 3' 3 ' 3 ' 3" 185.0 3' -7" • 3' -7" • 3" 3" 3" 3 " 188.0 3' -6" • 3' -6 • 3' 3" 3" 3 197.2 3' -5" • 3' -5" • 3' 3" 3 3 SLAT SPAN (11.) MINIMUM SEPARATION TO GLASS 42" OR LESS 3" > 42" TO 54" 3" > 54" TO Max. ALLOWED 4 " s•• SLAT TYPE Ma� DESIG LOAO . Y (p.s.f.) 40.0 42.5 45.0 47.8 52.0 55.6 57.2 58. 59.5 ' 61.5 61.8 63.4 63.6 MAXIMUM SLAT SPAN SINGLE UNIT 6' -0" • 5' -11" • 5' -1 • 5' -9" * 5'- 7" * I 5' -6" * 5' -6" * 5' -5' * * MULTIPLE uN/r • 6' -0" * 5' -11" • 5' -10" • 5' -9" * 5' 7" * 5' -6" 5' -6" 5' -5" * 5' -5" • 5' -5" • 5' -5' • 5 -5" • 5' -4" * 5' -4" • 5'- 4" • 5'- 4 • MINIMUM SEPARATION TO GLASS SINGLE UNIT •• 4" 4" 4" 4 4" 4" 4" 4 4" 4" 4" 4 „ 4" 4" 4" 4" 4" 4" 4" MULTIPLE UNIT •• 4 " 4" 4 4" 4" 4" 4" SINGLE UNIT • • • 3" 3" 3" 3 3 3' 3" 3' 3 " 3 r 3" 3 MULTIPLE UNIT ••• 3' 3" 3 " 3' 3' 3 ' 3 " 3' 3' 3 ' 3' 3" TABLE 1: SEE NOTE BELOW 1T[IEC INC. TTLLIT TESTING k ENCINEERLNG COA1PANY 6595 N.N 361R St. I. 217 . f � S. 1 J 1166 Peon. (X/510 r WALTER A TILLIT Jr., P. E. FLOR'CA Uc. / 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H:ALEAH F10RI04 33018 Nn. 14 tt rnn sC +• FEN SAN FAO./ 04-02 (..cgCP1iL an 1 /2V IM N[V. Po arxxnaN art a AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAWING 14o SHEET 8 OF 13 5 5' -4" • ' -4" • 4 ., 4 „ 3' 3" 3" • SPANS VALID FOR EVER( INTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. t• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR M. SEPARATION TO CLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. NOTE: MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL MEASURED BE MEASURED FROM SLAT TO GLASS. SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE NEGATIVE FRESSURE VALUES AS PER ASCE 7 -88) SLAT TYPE Max. DESIGI LOAD "W' (p.s.f 5' -2" • 5' -2" • 5' -2" • 5' - 2" • 71.5 72.9 75.1 75.3 65.2 77.0 77.5 78.8 80.7 81.5 82.5 83.4 86.8 88.5 90.3 90.8 91.4 92.7 93.8 MAXIMUM SLAT SPAN SINGLE UNIT • 5' - 1" • 5' - 1" • 5' - 1" • 5' -0" • 5 -0" * 5' -0" • * 4' -11" 4' -11" • 4' -11" • 4' -11" • 4' -11" • 4' -11" * 4' -10" • 5' - 1" * 5' -1" • 5' - O" * 5' -0" • 4'-11" • 4' -11" • 4' -11" • 4' -10" • MULTIPLE SINGLE MULTIPLE SINGLE MULTIPLE UNIT • UN/T •• UNIT •+ UN ••* UNIT ••♦ 5' -2" • 5' -2" • 5' -2" • 5' -2" * 5' -1" • 5 -0" • 5' -0" • 4' -1 7" • 4'- i l " ' 4' -11 • 4' -10" • 4' -10" • MINIMUM SEPARATION TO GLASS 4 4" 4' 4" 4' 4' 4" 4" 4" 4' 4' 4' 4' 4' 4' 4' 4' 4" 4" 4" 4' 4' 4' 4 4' 4' 4' 4' 4" 4" 4' 4" 4' 4 • 4' 4" 4' 3 ° 3 ' 3" 3" 3" 3" 3 " 3" ' 3" 3" 3" 3" r 3' 3' 3" 3" 3" 3" 3' 3 3' 3" 3" 3" 3" 3" 3" 3" 3" 3' 3" 3" 3" 3" 3" 3" C SINGLE SPAN ❑ 4" 4' 3' 3" SIDE RAIL CONDITIONS FOR TYPE 1 SLAT NOTE: TYPE C SLAT SHALL ONLY EE USED IN CONJUNTION WITH TYPE Q & SIDE RAILS FOR MAXIMUM SLAT SPAN OF 48 ", AND A MAXIMUM DESIGN PRESSURE RATING OF 82 p. f. USE TYPE & ® SIDE PAILS FOR ANY SLAT SPAN OR PRESSURE RATING INDIG4TED ON SCHEDULES. 1.-- L -41 0 I ❑ ❑ ❑ -- L --j 0 3 MULTIPLE SPAN SPAN LAYOUT 9a SLAT TYPE Max. DESIG LOAD " (p.s.f.) 119. 121.2 122.5 125.3 125.8 126.7 129.6 130.9 134.3 736.2 137.9 140.7 142.8 147.0 748.4 153.1 156.8 157.8 160.6 164.4 168.1 MAXIMUM SLAT SPAN SINGLE MULTIPLE UNIT • UNIT • 4' -5" • 4' - 4 • • 4' -4" • 4' -4" • 4' - 4' • 4 ' -3" 4 4' -3" • 4' -3" • 4' -2" • 4' -2' • 4'-1' * 4' -1" • 3'-11" • 3 • 3' - 10" * 3' -9" • 4' -5" • 4' -4" • 4' - • 4' -4' • 4'- 4" • 4' -3' • 4' -3" • • 4' -2' • • 4' -1 * 4' -1" • 4' -O" • 4' -O" * 3' -11" • 4 ' -0_ * 3' -11 " • 3' -11' • 3' -10" • 3'- f 0' • 3'-9_ • 3' - • 3' -9" • 3' -9" • 3' -9" • MINIMUM SEPARATION TO GLASS SINGLE MULTIPLE SINGLE MULTIPLE UNIT •* UNIT •• UNIT •** UNIT .•• 3" 3" 3" 3" 3" 3 " 3" 3" 3" 3' 3 3' 3" 3' 3' 3' 3' 3 3 3' 3" 3" 3" 3" 3 3" 3" 3 3" 3 3" 3" 3" 3" 3" 3" 3' 3" 3' 3" 3" 3 " 3" 3' 3 ' 3' 3" 3 " 3 3' 3" 3" 3 ' 3" 3' 3" 3' 3' 3' 3" 3" 3" 3 3' 3' 3' 3 r 3' 3' 3' 3' 3" 3" r 3" 3" 3" 3 3' 3' 3" 3' -8" • 3' -8' • 3' 3" AFFFOrEJ AS CO'���L�Y�i'�u CODE . Di :J P FLORIDA .V�.. C�.T ,Q,p Cttb oY �- - PFODUC1 s' i'T:cO Dt'V S.ON BUILDINS CODE COMPLIANCE OFFICE c,CCE ?TA!'iCE DADE COUNTY SLAT SPAN (11.) MINIMUM SEPARATION TO GLASS 42" OR LESS 3" > 42" TO 54" 3" > 54" TO Max. ALLOWED 4 " s•• SLAT TYPE Ma� DESIG LOAO . Y (p.s.f.) 40.0 42.5 45.0 47.8 52.0 55.6 57.2 58. 59.5 ' 61.5 61.8 63.4 63.6 MAXIMUM SLAT SPAN SINGLE UNIT 6' -0" • 5' -11" • 5' -1 • 5' -9" * 5'- 7" * I 5' -6" * 5' -6" * 5' -5' * * MULTIPLE uN/r • 6' -0" * 5' -11" • 5' -10" • 5' -9" * 5' 7" * 5' -6" 5' -6" 5' -5" * 5' -5" • 5' -5" • 5' -5' • 5 -5" • 5' -4" * 5' -4" • 5'- 4" • 5'- 4 • MINIMUM SEPARATION TO GLASS SINGLE UNIT •• 4" 4" 4" 4 4" 4" 4" 4 4" 4" 4" 4 „ 4" 4" 4" 4" 4" 4" 4" MULTIPLE UNIT •• 4 " 4" 4 4" 4" 4" 4" SINGLE UNIT • • • 3" 3" 3" 3 3 3' 3" 3' 3 " 3 r 3" 3 MULTIPLE UNIT ••• 3' 3" 3 " 3' 3' 3 ' 3 " 3' 3' 3 ' 3' 3" TABLE 1: SEE NOTE BELOW 1T[IEC INC. TTLLIT TESTING k ENCINEERLNG COA1PANY 6595 N.N 361R St. I. 217 . f � S. 1 J 1166 Peon. (X/510 r WALTER A TILLIT Jr., P. E. FLOR'CA Uc. / 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H:ALEAH F10RI04 33018 Nn. 14 tt rnn sC +• FEN SAN FAO./ 04-02 (..cgCP1iL an 1 /2V IM N[V. Po arxxnaN art a AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAWING 14o SHEET 8 OF 13 5 5' -4" • ' -4" • 4 ., 4 „ 3' 3" 3" • SPANS VALID FOR EVER( INTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. t• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR M. SEPARATION TO CLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. NOTE: MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL MEASURED BE MEASURED FROM SLAT TO GLASS. SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE NEGATIVE FRESSURE VALUES AS PER ASCE 7 -88) SLAT TYPE Max. DESIGI LOAD "W' (p.s.f 5' -2" • 5' -2" • 5' -2" • 5' - 2" • 71.5 72.9 75.1 75.3 65.2 77.0 77.5 78.8 80.7 81.5 82.5 83.4 86.8 88.5 90.3 90.8 91.4 92.7 93.8 MAXIMUM SLAT SPAN SINGLE UNIT • 5' - 1" • 5' - 1" • 5' - 1" • 5' -0" • 5 -0" * 5' -0" • * 4' -11" 4' -11" • 4' -11" • 4' -11" • 4' -11" • 4' -11" * 4' -10" • 5' - 1" * 5' -1" • 5' - O" * 5' -0" • 4'-11" • 4' -11" • 4' -11" • 4' -10" • MULTIPLE SINGLE MULTIPLE SINGLE MULTIPLE UNIT • UN/T •• UNIT •+ UN ••* UNIT ••♦ 5' -2" • 5' -2" • 5' -2" • 5' -2" * 5' -1" • 5 -0" • 5' -0" • 4' -1 7" • 4'- i l " ' 4' -11 • 4' -10" • 4' -10" • MINIMUM SEPARATION TO GLASS 4 4" 4' 4" 4' 4' 4" 4" 4" 4' 4' 4' 4' 4' 4' 4' 4' 4" 4" 4" 4' 4' 4' 4 4' 4' 4' 4' 4" 4" 4' 4" 4' 4 • 4' 4" 4' 3 ° 3 ' 3" 3" 3" 3" 3 " 3" ' 3" 3" 3" 3" r 3' 3' 3" 3" 3" 3" 3' 3 3' 3" 3" 3" 3" 3" 3" 3" 3" 3' 3" 3" 3" 3" 3" 3" C SINGLE SPAN ❑ 4" 4' 3' 3" SIDE RAIL CONDITIONS FOR TYPE 1 SLAT NOTE: TYPE C SLAT SHALL ONLY EE USED IN CONJUNTION WITH TYPE Q & SIDE RAILS FOR MAXIMUM SLAT SPAN OF 48 ", AND A MAXIMUM DESIGN PRESSURE RATING OF 82 p. f. USE TYPE & ® SIDE PAILS FOR ANY SLAT SPAN OR PRESSURE RATING INDIG4TED ON SCHEDULES. 1.-- L -41 0 I ❑ ❑ ❑ -- L --j 0 3 MULTIPLE SPAN SPAN LAYOUT 9a SLAT TYPE Max. DESIG LOAD " (p.s.f.) 119. 121.2 122.5 125.3 125.8 126.7 129.6 130.9 134.3 736.2 137.9 140.7 142.8 147.0 748.4 153.1 156.8 157.8 160.6 164.4 168.1 MAXIMUM SLAT SPAN SINGLE MULTIPLE UNIT • UNIT • 4' -5" • 4' - 4 • • 4' -4" • 4' -4" • 4' - 4' • 4 ' -3" 4 4' -3" • 4' -3" • 4' -2" • 4' -2' • 4'-1' * 4' -1" • 3'-11" • 3 • 3' - 10" * 3' -9" • 4' -5" • 4' -4" • 4' - • 4' -4' • 4'- 4" • 4' -3' • 4' -3" • • 4' -2' • • 4' -1 * 4' -1" • 4' -O" • 4' -O" * 3' -11" • 4 ' -0_ * 3' -11 " • 3' -11' • 3' -10" • 3'- f 0' • 3'-9_ • 3' - • 3' -9" • 3' -9" • 3' -9" • MINIMUM SEPARATION TO GLASS SINGLE MULTIPLE SINGLE MULTIPLE UNIT •* UNIT •• UNIT •** UNIT .•• 3" 3" 3" 3" 3" 3 " 3" 3" 3" 3' 3 3' 3" 3' 3' 3' 3' 3 3 3' 3" 3" 3" 3" 3 3" 3" 3 3" 3 3" 3" 3" 3" 3" 3" 3' 3" 3' 3" 3" 3 " 3" 3' 3 ' 3' 3" 3 " 3 3' 3" 3" 3 ' 3" 3' 3" 3' 3' 3' 3" 3" 3" 3 3' 3' 3' 3 r 3' 3' 3' 3' 3" 3" r 3" 3" 3" 3 3' 3' 3" 3' -8" • 3' -8' • 3' 3" AFFFOrEJ AS CO'���L�Y�i'�u CODE . Di :J P FLORIDA .V�.. C�.T ,Q,p Cttb oY �- - PFODUC1 s' i'T:cO Dt'V S.ON BUILDINS CODE COMPLIANCE OFFICE c,CCE ?TA!'iCE DADE COUNTY s•• SLAT TYPE Ma� DESIG LOAO . Y (p.s.f.) 40.0 42.5 45.0 47.8 52.0 55.6 57.2 58. 59.5 ' 61.5 61.8 63.4 63.6 MAXIMUM SLAT SPAN SINGLE UNIT 6' -0" • 5' -11" • 5' -1 • 5' -9" * 5'- 7" * I 5' -6" * 5' -6" * 5' -5' * * MULTIPLE uN/r • 6' -0" * 5' -11" • 5' -10" • 5' -9" * 5' 7" * 5' -6" 5' -6" 5' -5" * 5' -5" • 5' -5" • 5' -5' • 5 -5" • 5' -4" * 5' -4" • 5'- 4" • 5'- 4 • MINIMUM SEPARATION TO GLASS SINGLE UNIT •• 4" 4" 4" 4 4" 4" 4" 4 4" 4" 4" 4 „ 4" 4" 4" 4" 4" 4" 4" MULTIPLE UNIT •• 4 " 4" 4 4" 4" 4" 4" SINGLE UNIT • • • 3" 3" 3" 3 3 3' 3" 3' 3 " 3 r 3" 3 MULTIPLE UNIT ••• 3' 3" 3 " 3' 3' 3 ' 3 " 3' 3' 3 ' 3' 3" TABLE 1: SEE NOTE BELOW 1T[IEC INC. TTLLIT TESTING k ENCINEERLNG COA1PANY 6595 N.N 361R St. I. 217 . f � S. 1 J 1166 Peon. (X/510 r WALTER A TILLIT Jr., P. E. FLOR'CA Uc. / 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H:ALEAH F10RI04 33018 Nn. 14 tt rnn sC +• FEN SAN FAO./ 04-02 (..cgCP1iL an 1 /2V IM N[V. Po arxxnaN art a AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAWING 14o SHEET 8 OF 13 5 5' -4" • ' -4" • 4 ., 4 „ 3' 3" 3" • SPANS VALID FOR EVER( INTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. t• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR M. SEPARATION TO CLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. NOTE: MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL MEASURED BE MEASURED FROM SLAT TO GLASS. SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE NEGATIVE FRESSURE VALUES AS PER ASCE 7 -88) SLAT TYPE Max. DESIGI LOAD "W' (p.s.f 5' -2" • 5' -2" • 5' -2" • 5' - 2" • 71.5 72.9 75.1 75.3 65.2 77.0 77.5 78.8 80.7 81.5 82.5 83.4 86.8 88.5 90.3 90.8 91.4 92.7 93.8 MAXIMUM SLAT SPAN SINGLE UNIT • 5' - 1" • 5' - 1" • 5' - 1" • 5' -0" • 5 -0" * 5' -0" • * 4' -11" 4' -11" • 4' -11" • 4' -11" • 4' -11" • 4' -11" * 4' -10" • 5' - 1" * 5' -1" • 5' - O" * 5' -0" • 4'-11" • 4' -11" • 4' -11" • 4' -10" • MULTIPLE SINGLE MULTIPLE SINGLE MULTIPLE UNIT • UN/T •• UNIT •+ UN ••* UNIT ••♦ 5' -2" • 5' -2" • 5' -2" • 5' -2" * 5' -1" • 5 -0" • 5' -0" • 4' -1 7" • 4'- i l " ' 4' -11 • 4' -10" • 4' -10" • MINIMUM SEPARATION TO GLASS 4 4" 4' 4" 4' 4' 4" 4" 4" 4' 4' 4' 4' 4' 4' 4' 4' 4" 4" 4" 4' 4' 4' 4 4' 4' 4' 4' 4" 4" 4' 4" 4' 4 • 4' 4" 4' 3 ° 3 ' 3" 3" 3" 3" 3 " 3" ' 3" 3" 3" 3" r 3' 3' 3" 3" 3" 3" 3' 3 3' 3" 3" 3" 3" 3" 3" 3" 3" 3' 3" 3" 3" 3" 3" 3" C SINGLE SPAN ❑ 4" 4' 3' 3" SIDE RAIL CONDITIONS FOR TYPE 1 SLAT NOTE: TYPE C SLAT SHALL ONLY EE USED IN CONJUNTION WITH TYPE Q & SIDE RAILS FOR MAXIMUM SLAT SPAN OF 48 ", AND A MAXIMUM DESIGN PRESSURE RATING OF 82 p. f. USE TYPE & ® SIDE PAILS FOR ANY SLAT SPAN OR PRESSURE RATING INDIG4TED ON SCHEDULES. 1.-- L -41 0 I ❑ ❑ ❑ -- L --j 0 3 MULTIPLE SPAN SPAN LAYOUT 9a SLAT TYPE Max. DESIG LOAD " (p.s.f.) 119. 121.2 122.5 125.3 125.8 126.7 129.6 130.9 134.3 736.2 137.9 140.7 142.8 147.0 748.4 153.1 156.8 157.8 160.6 164.4 168.1 MAXIMUM SLAT SPAN SINGLE MULTIPLE UNIT • UNIT • 4' -5" • 4' - 4 • • 4' -4" • 4' -4" • 4' - 4' • 4 ' -3" 4 4' -3" • 4' -3" • 4' -2" • 4' -2' • 4'-1' * 4' -1" • 3'-11" • 3 • 3' - 10" * 3' -9" • 4' -5" • 4' -4" • 4' - • 4' -4' • 4'- 4" • 4' -3' • 4' -3" • • 4' -2' • • 4' -1 * 4' -1" • 4' -O" • 4' -O" * 3' -11" • 4 ' -0_ * 3' -11 " • 3' -11' • 3' -10" • 3'- f 0' • 3'-9_ • 3' - • 3' -9" • 3' -9" • 3' -9" • MINIMUM SEPARATION TO GLASS SINGLE MULTIPLE SINGLE MULTIPLE UNIT •* UNIT •• UNIT •** UNIT .•• 3" 3" 3" 3" 3" 3 " 3" 3" 3" 3' 3 3' 3" 3' 3' 3' 3' 3 3 3' 3" 3" 3" 3" 3 3" 3" 3 3" 3 3" 3" 3" 3" 3" 3" 3' 3" 3' 3" 3" 3 " 3" 3' 3 ' 3' 3" 3 " 3 3' 3" 3" 3 ' 3" 3' 3" 3' 3' 3' 3" 3" 3" 3 3' 3' 3' 3 r 3' 3' 3' 3' 3" 3" r 3" 3" 3" 3 3' 3' 3" 3' -8" • 3' -8' • 3' 3" AFFFOrEJ AS CO'���L�Y�i'�u CODE . Di :J P FLORIDA .V�.. C�.T ,Q,p Cttb oY �- - PFODUC1 s' i'T:cO Dt'V S.ON BUILDINS CODE COMPLIANCE OFFICE c,CCE ?TA!'iCE DADE COUNTY STORM BAR LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND SI"ORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAXIMUM DESIGN LOAD "W (p.s.f.) 40.0 42.5 45.0 61.5 47,6 66,9 52,0 71.5 55.6 75.3 58,6 61,5 63.4 56.6 67.5 91.4 71.1 TYPE 1 STORM BAR STORM BAR SPACING * STORM &VR SPACING STORM BAR SPACING + < 6' - 0' 5' - 4' - 4•-8" 5' -2' 4' - 1' 4' -6 5' -0' 4' - 11" 3' -9' 3 4' - 4' - 9" 3' - 3' - 7" 4' - d 3' -9" 4' - 1" 4' - 7' 3' -11' 3' -7" 3' -11" 4'-5 3' - 3' -10' 3' -3" 3'- 4" 3' 8" 2' -1 .3' -3' J'- 7" 4' -0" 2' -10" 3' -5' 3._7' 3' -6" 3'-11" S 3 -0 < 6' -0' 5 -0" 6•- 1 5' -8" 5' -5" 5' -11 " 5' -1' 5' -9" 4 - 4' -10" 4' -6" • 4'-4" 4• -9" 5' r 4' - 10" 5' - 4" 4 - 5" 4' -9" 4'- r 3' -1G'' 4' -3" 4' -7" 4• - 4' -10" TYPE 2 STORM BAR 7?PE 3 STORM BAR 4' -0" 5' -11' 5 -9 T -0' 7 -8' 8' -0 •• 5'- f 0 5'- r 6' -10" 7 -Y 8' -0" •• 6' -8' s -0" 5' -5" < 3' -0' < 6' - 0" 7-6" 8' -0" •• 4' -10' 4 -8' 5' -8' 7' -4" 5' -6 -5' 7' - 4" 8' -0" •• 6' -3" 7' -0 5 -3" 5' -0" s -2' 7'-1" 8' -0" 6 -1' 6' -10" 6'-11" 7' -9' 4'- 4' 4' -7 5' -2" 5'-11" 6' -8" 4' -11" 6' -9' 7' -6" 4' - Cf 4' -11' 5 -8" 6' -4" 6' -6' 5 -6" 6' -2" 6' -3" 7•-d 4' - 0" 3' -1C1' 4' -2' 4'-8" 5' -4" 6' -0" 4'-6" 4• -4• 5'-r 6' -1" 6' -10" 5'--0" 8' -0" +► 8'-O" •. 8 -0" •• 8' -9" 8'-0' •- 8'-0" •• 7' -5' 6' -V f. 7-3" •• 7' -1)" T -11" 6' -D" 6' -7' 7'-6' 4' - 0" 8 -0" •• 8' -O' •• 8' -p' e- 8' -O' •• 8' -0 +• 8' -0" +• 8' -0" •• +• 6 +• 8 -o' +• 8' -0" •• 7' -10" •• 7 8' -0" •• 7'- 4" 8 -0" •• 3' -6" 8 -0" •• 8' -0" •• 8' -0' •• 8' -0" •• g '- 0' -• 0" •• •• 8' -0' •• 8,-0" -• 8 -0" •• 8 ' -0' •• •• 8 •• 8' -0" •• B' -d •• 8 -0' •• 8' -0 •• TYPE 4 STORM BAR STORM BAR SPACING • < 6 - a' 8, -0" •• 8'-0' •• 8' -O' •• 8 -0' •• 8, -0" p 8 -0' •* 8 -0' •• 8' -0 *• 8 ' - 0 ' •• 8' -0' •• 8' -0" •" 8' -0" 8' -d •• 7 -10" 8' -0' •• 7' -8" 8' -0' a • 5, -0" 8' -0' +• 8' -0' •• 8'- p• •' 8' -0' •- 8' -0' •• 8' -0' •+ 8' -0" •• 8 -0' +• 8' -O' •- 8' -0' •• 8' -0' •+ 8' -0" •• 8' -O •+ 8' -0' •• 8' -0' •- 8' -0" •- 8' - 0" -' 4 8' -d -• 8 -0' +• 8' -0" +• 8' -0" -• 8' -0 •• •• 8 -0' •• 8' - 0' •• 8' - 0" •* 8' -0' -• •• 8' -0' •+ 8' -d +• 8 ' -O' •+ • 6' -0' if G 3 ' - O" 8 ' -d ++ B' -0" N 8' -0' a 8' -0' ++ 8' -d ++ 8'-0' ++ 8 +• 8'-0' ++ 8' -0' ++ 8' -d ++ 8' -0' ++ 8'-0' ++ 8 -0' ++ STORM BAR SPACING SHALL BE MEASURED FROM CENTER TO CENTER OF STORM BARS. Y VERIFY CONNECTIONS AND HEADER'S ADEQUACY HOWEVER, SPECIAL NDER SUCTON W.ND ENGINEERING WILL BE REQUIRED LOADS. TO IILIEC INC. TILIJT TESTING Jt ENGINEERING COMPANY 610 KW.. Sea. A A'-. 117 - MINA Ward, n. 3)1ed Rw• 1 (.W2471-1330 1 -1330 . fat r 005071 -15P WALTER A ruff .6-, P. E. FLORIN Lac. f 44167 dK %. r ROLL —UP SHUTTER ROLLINGSHIELD, INC. 8900 N.Y. 119 STREET Hor.EAH, FLORDA 33018 za 3r./WiOM ACW9OW inw 44-02 r L. MS 1Iz'm 61037+4 _ ?. :F ?.01ED CO',I Lya\ 3 Srj �L,.i i ^.�. F .: ! , ! D! G C'C``E BY_ CL FitCC'JC. DIV.S.O`i BUILDING CODE COMPLIANCE OFFICE A,CCFP'A',C_ _Y. A WICAPPON art DADE COUNTY 1 AS SH0i4N SCALE 1/21/98 DA IT 98 — 25 DRAWING' No SHEET 9 O t3 STORM BAR LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) 63.6 13e.2 101.5 66.9 142.8 108.5 70.1 148.4 1 10.6 STORM BAR SPACING < 6' -0" 11 .5 1111E25111111111MEMINIFIROMINISM 85.3 2' - 10" 3 -21 4 - 57.2 2 - 3 ' -1 Q' 131.3 * 10" gienginialeraillia 59.5 . 3' -10' 11112031111 123.8 INIETSANIIIIIF$® 3'.- 4 03.8 INFENIMINESV ONSIMI IIIIFZIIIINIIIFESMIIIIIIFZMIIIII 3'- 3' -4" 3' -10" 11111R53111111111111NEVIIII 2'- 10' 11111161511011 3' - 4 111111!2511111111111113511111111 " 3• -10 4' -i 3' - 3' -5' 4'-4' 2' -11' 3' -5' 4' -2.: 2• -4' 2'-Ef 3'-4 72.9 153.1 114.1 75.1 157.8 117.6 77.5 168.1 125.3 82. 75.1 156.8 1 16.9 77.0 160.6 119.7 78.8 164.4 122.5 80.7 170.0 126.7 83.4 175.6 130.9 88.2 180.3 134.3 88.5 185.0 137.9 90.8 f:'.0 140.7 92.7 197.2 147.0 95.8 3' -3' 4' - 0" • ' ' -11' 2' -8' 3' -1' 3' -1 3' -1' 3' -9' 2' -8" 3' -0" 2' -10" 3' -4" STORM BAR SPACING * 4 -4 3'-0' 3 -3' 4 -3" 3' -5' 4' -2" 3' - 3' - g . 4' - 6" 4' -4' 3 -3" 4' -4 5' -4' 3' -8' 5 -3" 3 -7 4' -2' 5' - 1' 4' -5. 5' -1' 5' - 4' 8' -1" 4'- 4'-10' 42 ' - 5' -6 6' -10' 4' -8' 4' 5 -4 6' -6" 5' -3' 6'--3' 4' -10" 5 -11" - 4' -1 4' -9' 5' -10' 4'-0 4 5' -8f 4' -2" 4' -10" 5'-11 -4" 6 5' -0" 5' -10" 4' -11" 5 5' 5' 6' 4 -7' 4' - 5' 5'-T 6'- 4' 8' -0" 5' -6" 6' -5' 7' -10 7' -4" 5' -1' 5' -10' 7 -3" 5' -11" 7' -3" 5' 8_0' a« 8' -0' 5' -5' 6 -3" 8'_0• s« 7' -S a'-Cr • • -[f •. 8 7' -O" 8'_(f 4 8 -Cf • . 7' -1 d' 8' -0' •• - 9 8'_ 0 . .• 6' -7" 7' -7' 8'_0 •• 6' -5 ' -6" 6 •• 6' -3" 7' -5' $' -Cf • « -7' 7' -5' 8' -0" «a 6' -5' ' -5" 7' -5 8' -O' .. g'_Er a. 7' -3 e' -0' a. 8' -O' an 8'-O .• 5' -8" 8' -O' • 6' -2" 7' - B_0' a« 6' -5' 7' - 6" 8_0" a• 8' - 1 .. 6'_Cf .. 8' -O' • • 8'_O' a• 7' -9' g'_0' a• 6' -7" 7' - 7" g'_0' :s 6' -0 7' - 6" 8' -0' •. 8. -Cr •. 870' 8' -O' 8' cf • • 8' - •• ' ' 6 a• 8 8' -0" 8'_0' •• 7 -3" 8'_0" a, _O as g'_0' a• g'_0' •• e' - CS •• g'_Cr a s 8'_ • a. 8'_0' ar g'_0' •• 8' -0' •. 8' -0' •. 8 ' -0' .• g' -o• •. 8' -'i' as 8' -d as g' -0' •• 8' - 8' -cr •. 8 -0' a• 8' -O' •• 8'_0' a. g' -0 •« 8' -O• • 8' -0' •« 8'-Cr is 4' -8" 3' -2" 3' -8' 4' -7' 3' -1 3' -7" 3' - 4' -2' 3 -3" 4' -0" 4' -0" 3' -2" 3' -1" 3' -1 /' 4' -3" 5' -3" 3' - 5 3' - g ' 4' -0' 5' -Cr 3' -5' 3' -11' 4' -10' 3' -4" 3' -10' 3' -3" 3' -10" 4' - 8" 3' - 3' - 9' 4' -7" 4' - 4 ' 3' -0' 3' -6" 3' -5' 4' -2' 3' - 4' 4' -1" 5' -8' 3' -10" 5' -7' 3' -10" 5' -5' 3'-9 3' -6" 4' - 1" 5' - 3' - 6" 4' -2" 4' -11' 4' -10' 3' -g 4' - 8" 3' -3' 3 -9" 4' -7" 3'- 8" 4' -8' ' - 4 .. 4'-4 6' -2" 6' -9" 8'- d' 6' -10' 4' -9" 5'-6" 5'- 4' 6'-6" 4' -8" 5' -2" 6' -5' STORM BAR SPACING . -9' 8 -0' • • 5' -9' 6' -8' 7' -5' 8' -0' R 6' -4" 7'- 4" ' -10' 6'-9" 8' -p •• 4' -O' 4'-8" 5' -5 3' -11' 4' -7' 5' -8" 3' -11 4' -5' 4' 5' -4" 3' -Er 4' - 3" 5' -3' STORM 8AR SPACING f 4' -0" S 3'-0' TYPE 4 STORM BAR MAX /MUM DESIGN LOAD (p.s.f.) TYPE 1 STORM BAR TYPE 2 STORM BAR TYPE 3 STORM BAR STORM BAR SPACING SHALL BE MEASURED FROM CENTER TO CENTER OF STORM BARS. :, MAY BE CAPABL �EG'TlONS AND HEADER'S ADEQUACYHUNDER SUCTION SPECIAL ENGINEERING LOADS. WILL BE REQUIRED TO VERIFY CONNECTIONS SHORT SPAN. • r/2 r/f15 1 ............. IILIEC O INC. T71LT TESTING t ENGNECRWO COMPANY •5. S kW. MO St. 2 r 7- w?rs,:a akve 4 5 Rr xJ a4 1 r -r5i ' Far r (305)+1 N1LTER A TMU1 Jr., P. E. FL000 lit. 44167 ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 NA 119 STF ET HIALEAH, FLAR/L14 33018 saoervr RGYSSrrd f M it 3 RA to A3 CD "rPL NS 1`, TH T;'._ CG'S; i Gt _ D ";_S G:'s CODE GC',. ?t; . ,CE OF; CE ;,CCE A. "CE NO.3b'Oal$ .0P) DADE COUNTY SCALE 7/2 1/98 CA Tr 98 - 25 MACHO No art Arc h. acsG•rrnsr a.rt SHEET 10 Or 13 MAXIMUM DESIGN LOAD "W" (p. s. f.) TYPE 1 HEADER TYPE 2 HEADER TYPE 3 HEADER 40.0 7' -1" 11' -2" 14' -1" 42.5 6' -10" 10' -10" 13' -10" 45.0 6' -8" 10' -6" 13' -5" 61.5 . ' 5 - 9' -0' 11' -�' 47.8 6'- 10' -2 13' -0' 66,9 5' -6" 8' -7" 11' -0" 52.0 6' -3 9' -9" 12' -6 71.5 5' -4 8' -4" 10' -8" 55.6 6' -0' 9' -5" 12' -1" 75.3 5' -2" 8' -1" 10' -4" 58.6 5' -10" 9' -2" 11' -9" 81.5 5' -0 7' -10" 10' -0" 63.4 5' -8" 8 -10" 11' -4" 86.8 4' -10" 7' -7" 9' -8" 67.5 5' -5 8' -7" 11' - 91.4 4' -8" 7' -4" 9. -5„ 71.1 5' -4" 8' -4 10' -8" 116.5 4' -2" 6' -6" 8' -4" 86.8 4' -10" 7' - 7" 9' -8" 57.2 5' -11" 9' -4" 11' -11" 121.2 4' -1 6' -5" 8' -2" 90.3 4' -9" 7' -5" 9' -6" 59.5 5' -10 9' -1" 11' -8" 125.8 4' -0" 6' -3" 8' -0'� 93.8 4' -6." 7' -3" 9'-4 61.8 5 8'-11 6" 1V-6" 129.6 3' - 11" 6' - 7' - 11" 96.6 4'- 7' -2 9' -2 63.6 5' -7" 8' -10" 11' -4" 136.2 3' -10 6' -0" f 7'-9 /0/.5 4' -5" 7' -0 9' -0" 66.9 5' -6" 8 11' - 0" 142.8 3' -9' 5' -1 1" 7' -5" 106.5 4' -4" 6' -10" 8' -9_ 70.1 5'- 4 8' -5" 5 10' - 9 7' -5 - . 148.4 3' -8" 110.6 4' -3" 6 8' - 72.9 5' -3" _ 8' -3" 10' -6" MAXIMUM DESIGN LOAD "W" (p.s. TYPE 1 HEADER TYPE 2 HEADER TYPE 3 HEADER 153.1 3' -8" 5_=8" 6'- 7'-3" 8' -5 1 14. 4' -2 75. 1 5' -2 8' -2 5' -7" 10' -5 ,_., 157.8 '_" 117.6 4' -2" 6' -6" 8' -4" 77.5 5' -1 8' -0 10' -4 168. 3' -5 -5 6' -11 125. 4' -0 6' -3 8' -1 • .. 4' -11 -9 6' -7 9' -11 8' -5" 114.1 4' -2" 75.1 '- " 3' -7" 8' - 2 " 5'-8' 7' -2" 156.8 116.9 4' -2" 6'- • 8' -4' 77.0 5' -1" 8' -0" 10' -3" 160.6 3' -6" 5 7' -1 " 119.7 4' -1" 6' - 5" 8' -3" 78.8 5' -0" 7' -11" 10' -2" 164.4 3' -6" 5' - 7' - 122.5 4' -0" 6' -4" 8' - 2" 80.7 5' -0" 7' -10" 10' -0 170.0 3' -5" 4' -0 5' -5" 6' -3� 6' -11" 8' -0 126. 83.4 4' -1 1" 7' -8" 9' -11" 175.6 3' -5" 5' -4" 6' -9" 130.9 3' -11" 6' -2" 7' -11" 86.2 4' -10 7' -7' 9' -8 180. 3' -4" 5' -3" 6' - 8" 134.3 3' -10" 6' -1" 7' -9" 8.5 4' -• 7' -6 9'- 185.0 3' -4 5' -2 6' -8 137.9 3' -10 6' -0" 7' 99 .8 4' -9 7'-5 9' 188. ' 3' -3 5' - 2 5' -11" 6 ' - 7' 9. • 7 3' -9 4' -8 7' -4 9' -4 972 - -, •' -5 14 .0 3' -8 5' -10 7' -5 •.,: 4' -7 7' -7 9' -2 / IILIEC 0 INC. TILLT TESTING & ENC(NEER(NG COMPANY 591 M.M JMh SY. A'a 217 - NWG'rtM cAkoo.ts, A. 1J166 Phony : p05)e71-1330 . fiat (306)e7r - 1JJr WALTER A M UT Jr, P. E. FLOR'CA Lk. 44167 ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HIALEAH, FLORICA JJO I S .[r. M. DaCVrrx art M" %. AE'#9C I rRa/ is -0z r /zr /Fe Mr[ SCALE 1/21/98 OAT( 98 -25 DRAWING No SHEET U Of 13 HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) A F. O•IED AS COMPLY;;';G 'r`+!TH THE SCJTH FLO-. CA EEU!LDI";G CDCE r/ C..T . aw"1CL4' f o- 19_ -t- EY_ Pr,iul' , o D,v S Ci E LD hiG CO E COMPLANCE OFFICE DADE COUNTY Max. DESIGN LOAD "N" (p.s.1.) TYPE 1 MULLION 3" x 4" x .I 25" ALUMINUM WE TYPE 2 MULUON Y x 5' x .125' ALuoiwuri TUBE TYPE 3 MULLION 4" x 6' x .158' ALIAIll1 4 flier MULLION SPACING MULLION SPACING MULLION SPACING 4 ' OR LESS > 4 ' T O 5' > 5' T O 6' 4 ' OR LESS > 4' TO 5' > 5 ' T 0 8 ' 4' OR LESS > 4' TO 5' > 5' TO 8' 40.0 9' -1' 8' -5" 8' -4" 10' -1" 9' -4" 9' -2" 15' -3" 14' -2" 13' -11' 42.5 8 8 -3" 8' -2" 9' -10" 9' -2" 9' -0" 74'-11" 13 13' -8" 45.0 8' -9" 8 8•-O' 9' -8' 9' -0" 8' -10" 14' -8" 13' -8' 13' -5" 47.8 8' -6" 7 7'-10 9' -6" 8' -10" 8' -8" 14' -5" 13' -4" 13' -2" 52.0 8' -4" 7-9" 7' -7" 9' -3" 8' -7" 8' -5" 14' -0" 1J -0' 12' -9" 55.6 8' -2" 7' -7" 7' -6" 9' -0" 8' -4" 8' -3" !3' -8" 12' -9" 12' -6" 57.2 8'- I" 7' -6" 7' -5" 8' -1 1 " 8'- 4" 8' -2" 13' -7" 12' -7" 12' -5" 58.6 8' -0" 7' -5" 7' -4" 8' -10" 8 -3" 8' -1" 13' -5" 12' -6" 12' -3" 59.5 7' -11" 7' -5" 7' -4" 8 -10" 8' -2" 8' -1" 13' -5" 12' -5" 12' -3" 61.5 7' -10" 7' -4" 7' -3" 8' -9" 6 -1" 8' =0" 13' -3" 12' -4' 12' -1" 61.8 7' -10" 7' -3" 7 -3" 8' -6" 8 7'-11" !3' -3" 12' -3' 12 53.4 7' -9" 7' -3" 7' -2" 8' -8" 8' -0" 7 13' -1 " 12' -2' 12' -0' 63.6 7' -9" 7' -3" 7' -2" 8' -7' 8' -0" 7' -10" 13'-1" 12' -2' 11 V-11 66.9 7' -8" 7' -1 " 7'- 0" 8' -6" 7' -11 " 7' -9" 12 12'- 0" 11 ' -9" 67.5 7' -7" 7'-1" 7' -0" 8' -5" 7' -10' 7' -9" 12' -10" 11 ' -1 1 " 11 ' - 9" 70.1 7' -6" 7'- 0" 6'-11" 8' -4" 7' -9" 7' -7" 12' -8" 11 ' -9" 11 ' -7" 71.1 7' -6" 7 " -0" 6'-11" 8' -4" 7' -9" 7' -7" 12' -7" 11' -9' 11' -6" 71.5 7' -6" 6'-11" 6' -11' 8' -4" 7' -8" 7' -7' 12' -7" 11'-6 1v-6 72.9 7' -5" 6'-11" 6' -10" 8' -3' 7' -8" 7' -6" 12 11 11 ' -5" 75.1 7' -4" 6' -10" 6' -9" 8' -2' 7' -7" 7' -5" 12' -5" 11' -6" 11' -4" 75.3 7' -4" 6 -10" 6' -9" 8' -2" 7' -7" 7' -5" 12' -5" 11' -6" 11' -4" 77.0 7' -4" 6' -9' 6' -9" 8 -1" 7' -6" 7-5" 12' -4" 11' -5" 11' -.Y" 77.5 7' -3" 6' -9" 6' -8' 8' -1 " 7' -6" 7' -5" 12' -3" 11'-.5" 11 78.8 7' -3" 6' -9" 6' -8" 8' -0" 7' -6" 7' -4" 12' -2" 11' -4" 11' -2" 80.7 7' -2' 6' -8' • 6' - 8' -0" 7' -5" 7-3" 12' -1 " 11 ' -3" 11 . -1 " 81.5 7' -2" 6' -8" 6' -7" 7'-11 7' -5" 7' -3" 12 11 11 ' -0" 82.5 7' -2" 6' -8" 6' - 7' -11" 7' -4" 7' -3" 12' -0" 11' -2" 1I' -0" 83.4 7' -1 " 6' -7" 6' -7" 7'-11" 7'- 4' 7-2" 12' -0" 1V 10' -11 " 86.2 7' -0" 6' -6" 6' -6" 7-10" 7' -3" 7' -1" 11' -10" 11' -0" 10' -10" 86.8 7' -0" 6' -6' 6' -6" 7' -9' 7' -3" 7' -1" 11' -!0" 11' -0' 10' -9' 88.5 7' -0' 6' -6' 6' -5" 7' -9' 7' -2 7' -1" 11' -9" 10'-11" 1O' -9" 90.3 6' -11" 6' -5" 6' -5" 7' -8" 7' -2" 7' -0" 11' -8" 10' -10" 10' -8" 90.8 6' -11" 6' -5' 6' -4" 7-8" 7' -7" 7' -0" 11' -8" 10' -!0" 10' -8" 91.4 6' -11" 6' -5' 6' -4" 7' -8" 7' -1" 7' -0" 11' -7" 10' -9" 10' -7" 92.7 6' -10" 6' -5" 6'- 4" 7' -7" 7'-1" 6' -1 " i i -7" 10' -9" 10-7" MULLION PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. s. f.) MAXIMUM MULLION SPAN "L" FOR A GIVEN TYPE OF MULLION USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88 AND CORRESPONDING AND MULLION SPACING ¶[IEC 0 me, MDT TESTING & ENGINEERING COMPANY 6395 N.N. MI, St, Ste. 217, W+t7M G4O. 4 PCS, l7 J3 f 66 P.',one : (Xbp71 -1530 . rag : (JO5)67I -1531 *ALTER A. TILL1T Jr., P. E. FLORC,4 Lk. ( 44167 ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HL4LE . FLORICl4 33018 CV: tie a 2cx4r+nov our RerISAN iR'MI 94 -07 1/ a 1 /9d ( &+ER+iL 6/4a1q? ACV. N. 2 • AF IF3'0' ;_.) AS CCr;FLYlN3 W'T:' T :;`, D VS.O ?I CT.;Cc COVPL'ANCE OFFICE . p:C. L;J A ?11 s • Oet. W.T 1r VADE COUNTY SCALE 1/21/98 CATS 98 - 25 DRAWiN9 No SHEET 12 Or 1J MULLION PERFORMANCE CHARS f AND CORRESPONDING MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W' (p. MAXIMUM MULLION SPAN "L" FORA GIVEN L YP AND MULLION SPACING USE NEGATIVE PRESSURE Max. DESIGN LOAD "+_ (p.s.l) 93.8 96.6 101.5 106.5 110.6 114.1 116.5 1 16.9 119.7 121.2 122.5 125.3 125.8 126.7 129.6 130.9 134.3 136.2 137.9 140,7 142.8 147.0 148.4 153.1 156.8 157.8 160.6 164.4 168.1 170.0 175.6 180.3 185.0 188.0 197.2 4' OR LESS T1PE 1 MULLION .r x 4" r .125' ALUWINUM TUBE MULUON SPACING > 5' TO 6' 6' 4" 6' -3" 6' -2" 6' -0" 6 -0" 5' -11 " 5' -10" 5' -10" 5' -10" 6' -10" 6 , -9 " 6' -8" 6'-7" 6'-6" 6 . -5 " 6 , — 4 " 6'— 4" 6 > 4' TO 5' 6 -4" 5' -10' 5' -10" 5' -10' 5' 9" 5' -9" 5' -9" 5 -9" 5 -8" 5' -8" 5' — 5 7" 5'—r 5' -3" 5' - 3" 5' - 2" 5 —," 5' —,' 5 -1" 5' -0" 5' -9" 5'—g" 5 -9" 5 -9" 5' -8' 5' -8" 5 -8" 5'-7" 5 5'— 7' 5'— 6" 5'— 6" 5 -5" 5' -5" 5 -4" 5 -4" 5 5 -3" 5' -2" 5' -2" 5 -1" 5' -1" 5 5 -0" 4' -11' MULLION SPACING > 5' TO 6' 6'-11" 6' -9" • 6' -8" 6 6' -6" 6' -5" 6' -5" 6' -5" 6' - 4" 6'-4" 6' -3" 6' -3" 6' -3" 6' -2" 6' -2 6' - 1" 6' -1" 6' -0" 5'-11" 5 5 -10" 5' -9" 5 -8" 5' -8" 5'— 7" 5'-5"" 5'-6' 5 -5" 5 5' -3" 5' - 4' OR LESS 7' -7" 7 -6" 7 -5" 7 -3" 7' -2" 7 7 7 7' -0' 6' -11" 6'— T 1 " 6' -10" 6' -10" 6' -9" 6' - 8" 6' - 8" 6'— 8" 6'-7" 6'-6" 6 6' -5" 6' -5" 6' -5" 6' - 4" 6' 4" 6' -3" 6' -3" 6' -2" 6' -1" 6' -1" 6' 0" 5' -10" > 4' TO 5' 7 -1" 7' -0" 6' -10" 6' -9" 6' - 8" 6' -7" 6 6 6' - 6" 6' -6' 6' -5" 6' -5" 6 -5" 5 -4" 6' 4' 6' -3" 6 -3" 6' -2" 6' -2" 6' - 2' 4' OR LESS 11 - 6" 11'-5" 1 1 ' - 3" 11' -1" 10' -11" 10' -10" 10' -9" 10'— 8" 10' -7" 10 10' -5" 10 10 10' -3" 10' -2" 10' -2" 10' -1" 10' -0" 9'-11" 9 9'— 10" 9' -9" 9' -8' 9' -8" 5 -7" 5' -6" 5' -6" 9' -6" 9 -5" 9 , -4 " 9 -3" 9' -2" 9' -2" 9 - 0" > 4' TO 5' 10 10' -7" 10' -5" 10' -3" 10' -2' 10' -0" 10 9'-11" 9 -10' 9 -10" 9' -10' 9' -9" 9 -9" 9' -8" 9'-7" 9 -7" 9' -6" 9' -6" 9' -5" 8'-11" 8' -10" 8' -10" 8 8' -10" 8' -10" 8' -9" TYPE 2 MULLION 2" r 5' r .125' ALUNINL'N TU6E TYPE 3 MULLION 4' r 6' x .183' ALUN!NL'I TUBE MULLION SPACING tILIEC 0 !tic, TILLT TESTING & ENGINEERING C01! ?ANY 6595 h�W T'b(J ,87_? .3Q .. Fa l : 30.5)tl 1- 15Jr N. ALTER A. TIWT Jr., P. E. FLOROA Llc. / 49167 > 5'TO8' ACV. x. 10' -5" 10' -3" 10' - 1" 10' — O" 9 -10" 9'— 10" 9 -9" 9' -8" 9' - 8" 9'-7" 9' -7' 9' -5" 9' -5' 5 9 9' -3" 9' -2" 9' -1" 9 ROLL -UP SHUTTER ROLUNGSHIELD, INC. 8900 N.W. 119 STREET HIALErH, FLOR■a4 33018 cac.II7.1r • AMSAN FANS 04 -0: an r/Z r /96 4/C3f?d APPRO''lD AS COMFLY;NG WITH THE SOUTH FLPF,IDA B'JiLDiNG CDDE DJ i9 B1 _ PROD .i ;,,r ;T'OL D.4'.S.Cii BACi';G CCCE CCM ?LIAJCE CFFiCE L.CCE; T P CE P*O.S • OS Art No i an DADE COUNTY SCALE 1/21/98 0.41E 98 - 25 DRA'WIN0 No SHEET 1.3 Oi 13 ELI set .7.51' 3.875' 1.a, � t,19I I 6 1 2.000' --1 3.875' • HEADER -WALL MOUNT. • SILL -WALL MOUNT. (INVERTED SCALE: 3/8" = 1" 3.234' 75'.1 F.2. k--- 431" I 1 In 3 3.025 © SILL SCALE: 3/8" = 1" 1.695" I . I .082'1 L - -- 9.531' 9 .655_ 9.452' L -1.915 .067 Typ. 2701 QE 180' STARTER SOLE: 3/8' = 1' 2.e7r r 1--1.5.65" a3 r MALE LOCK SLAT SCALE: 3/8" = 1" USE) 0.58! SUET 3.85 - 375 .3 r 3.61t rtol 3.23e 6 .587 0.45! ©L FEMALE /FEMALE ECONO BLADE SCALE: 3/8" - 1" I,711' I I - 2 Aa 6 .4 TT 1 T1 HEADERS -WALL SCALE: 3/8" = I .061 Typ. 3.02 . SILL SCALE: 3/8 = 1" 2-617 +.451 5.124 © 90' STARTER SCALE: 3 / = 1' 0 FEMALE LOCK SLAT SCALE: 3/8" = 1' b � x655 c . 078 531• 1 t f �--- 1 .756' 2.276 F-- 2.0.33' a, 356 © SILL BOTTOM ADAPTER SCALE: 3/5' = 1" x .587 3.155' 3.0 31' 061 Typ. t.457 HEADERS -WALL MOUNT. SCALE: .3/8" = 1 1 OF LOUVER BLADE SCALE 3/8" - 1' COMPONENTS L TY1' FRONT ELEVATION ® OUTSIDE LOCKER / 1 SCALE: 3/8" = II 3.03 3.155' 1/4' 0 - 205.5. THU1V9SCREwS 3.124' 1.a 12' -r1.31 .057 Tyo. 1.673 ,;6}1 1.121 2.006 SCALE: 3/8" 067 Typ I b n 1 ® HEADER CEILING MOUNT. = 1" SILL BOTTOM ADAPTER SCALE: 3/8" = 1" © LOCKING PIN SCALE: 3/8 - 1' 17 IAn. FOR UP TO 9'-O SHUTTER LADE LENGTHS AND 24 Min. FOR SHUTTER BLADE LENGTHS GREATER MAN . GENERAL NOTES: 1. ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE DAD{ COUNTY, 1 99 4 EO(TON Or THE SOUTH FLORIDA BUILDING COOS. DESIGN xIo LOADS SI-tALL BC OCT1R14INE0 AS PER SECTION 6 Of ASCE 7 - 68. win' 110 m.p.h. BAS C: WINO SPEED. ACCORDION SHATTERS AGEOUACY FCA IuPAC1 AHO rATo.)E RESKTANCE HAS DE EN vERIfED 11 ACCORDANCE WrtH SEC ICUS 2315 & 2314 RESPECTf'tLY CA TIE ADOVE uLH1'OfCT) COOS. 2. STAINLESS STEEL SHEET 1. AL SCREWS USED Al LOWER PIN SHALL DE 1 10 r 1, 410 NINNUU SERIES 'Al 135.0 1s YIELD POIHTT & 180 xr TENSIE STROOTH. y3Nt S 9-CAL L BC COATED wTM xYLAN 5000 SERIES FLUOROPOLYVER COAnNGS AS UANUFACTURED EN WHrivORO Co, 90x 507. wEST CHESTER PA 19381. 3. ALL ALUUINUU EXTRU53O65 SHALL eE B083 -16 ALLOY (UNLESS 01 1NOTE0). 4. AU. SCREWS TO BE STAN/ 155 STEEL 304 OR 316 SU'CS w/ 50 Ia; VELD POtT APO 90 11: TEN3LE STRENGTH. 5. ALL ALLANPNUU POP MATS TO BE 5052 ALUUt u4 ALLOY 4.11 1-4 ALUM:NUU MAN DP ET_ 5. POETS TO BE 2024 -T4 ALuNNUU ALLOY CALvANIZED OR STNNLESS STEEL Yam 35 11: NvU Wl 4R t.0 1'ELD POT. 7. ANCHORS TO WALL SHALL BE AS F0LL0•45: (UNLESS OTHERWISE NOTED) (A) TO EXIST1r G POURED COfICPCTE: - I/4 • TAPCON ANCHORS, ASl W,NUrACtUREO BY I.r.w. RA3NSET on ELCO rtDUSITE3, tNC. - t/i ■ RAM. ZA4AC r4NlN MO-4011S. AS wAirA.TUREO BY THE 111 ) PLUG COMPANY, INC - 1/4' t r 7/8' RAAL CALX -IN AS 1.LANUFACTURED BY THE ROAR. PLU) CO1.f'MIY, INC. • NOTES A.1) 14 r11/1.:14 DBE 04E'1 Or TAPCON A ICHORS trio PcJ 0 CONCRETE r, 1 3/4' WINI4L*4 EUBEO4ENT OF R,AWL ZAVAC NNUN IS 1 1/7 A.2) 7/8 RA'AL CALK -IN Atr143RS SHALL BE ENTIRELY EUBCDOED trt0 THE POURED CON+CRL NO D.19E0JENT tiro STUCCO SHALL BE PER+ -c TLO. I /4 0 SCREWS USED SHN1 BE 1 1/1 LONG 74HU\J4 SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; OR PATERS DE FOUH10 ON THE EXISTING WALL OR FLOOR. MICHORS SHALL DE LONG ENOUGH TO POACH I3-4t TRAM( STRUCTURE 130-4;0 SUCH PANELS. ANCHIO RAGC SHALL DE AS IIOCATI0 ON NOTES A1) & A.2) ADZwt. (B) TO ExISTIrIG CCYICRETE BLOCK WALL - I /4' • TAPCON ANCHORS AS NANUFACTLIRED BY I.T.W. PAANSET OR ELCA INDUSTRIES. INC. - 1/4' • BAWL Z.MAC NNUN ANCHORS AS MANUFACTURED THE RA.wL PLUG COMPArY, INC. - I/4 • • 7/r PANE CALK -ti AS MANUFACTURED BY TIE PAM. PLUG CO4PAM. It C. NOTTS: e.I) NINII4UU DiDED1 ENT Or TAPCON ANCHORS. MID RAYrL EANAC NNLN ANCHORS INTO PC CONCRETE BLOCK UNT SHALL BE 1 1/i . 81) 7/S RAM CALK -IN M N - +')RS SHALL DE ENT RELY EI40EDOEO INTO THE CONCRETE BLOCK UNIT. NO atBEDMENT INTO STUCCO SHALL DE PERMITTED. 1/4' 0-20 SCREWS USED SHALL DE 1 1/7 LONG I4Nt.1UU SHIWLD STUCCO EMT. B3) WAL ANCHORS SHALL BE LC+NC EtOUCH THE M IAAIN 51FJCWURE D011NO SUCII INC' pAr4ELS. A I10t .E SHALL BE AS t.OICATCO ofN NOELS 0.1) & 0.7) ANX) t. (C) AACG4 A B NHUTA LLEO R�01NO ALL OF TIE RECO4ENDA.T Ao SPECIf1CAn0N5 or H NCHOR Sr 8. B1}OE AND TT£ LE KNUCxS FOR aNTERUATES & OQ . & TTF THE STARSQ& 0 ARE UKIER THE PA ANT OF EASTERN 1N ETALS. IT SHALL EC rHC RCSPONSIEDUTY Or THE coNrR.•CT'OR TO vtR THE ScAmoN65 OF THE STRUCTURE W1 .RE SHUTTER IS TO of ATTACHED TO INSURE FRC('ER AICHORAGC 10. SHUTTER'S µAPUFAC\'RE.STANP SW.LL BE PLACED CN THE Ex POSED SURFACE OF nmE 113AALE LOCK SLAT (CONPONErn I ). Cep LABEL SHALL EC P ED FOR EVERY OPENING. LAAEL SHALL REDO AS rcu.c S: ROWI4SSI H'ALL&H, FL OROA BADE COUNTY PRODUCT CON TROL APPROVED. 9. - 1 1 --.125 -T-= L , 25' 1 I r LI.00r -J SIDE QEvAT10N INSIDE LOCKER # 2 SCALE: 3/8" = 1" PRODUCT RENEW �1 ACCEPTANCE - £ `1 Z • pl EXPIRATION DATE _1 •\tr O L•0L PRODU CON TKO!-, DI \1• ION BUILDING CODE COMPLIANCE O;,'ICE By lILIECO INC. \ TILLIT TESTING A C7fCINCER1f4C CC IIPAMY 1•9 N. V. 300 A P. 1I1, •AA'.J.AA 433N9C•6, fL'Ic:.A 13111 P1_., : ()CAW/ % -I3.30 . F.. t3 057 t' 15.11 WALTER A. TILLIT Jr., P. E. fLD$IIA Uc. 0 44167 n rl:a 1.G AS co :J.N.vlrG \:r11 Ilir SO',I) :1 Hr :f,MA 13'61Oli:G COIF, ?.9 ... 1 I1g8.. PRCO:Ci CII' ..GL (1■Vi3.U0 UUILDIiJG CO)E COWI'LLLNCC OFFICE ACCEPTANCE (10.18 - 0, DS. 01 DADE COUNTY AS 5t10WN SEALS ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. N 19) 8900 N.W. 119 STREET H'ALEAH, FLORIDA 33018 ICY, q Pcsc s .�• eAn r . 1. WIC , 0 .IN Mrt 2/18/98 DA 98 - 14 DRAW1N9 No SHEET 1 or 9 , METRO -Q DE METROPOLITAN DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. 8900 N.V. 119 Street Hialeah Gardens. Acceptance No.:98- 0722.01 Expires:11 /01 /01 FL 33018 -4107 Approved:09/15/98 - - l - Internet mail address: postmaster @buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: ASSA/Econorny Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Walter A. Tillit, Jr., P.E., and test reports prepared by American Test Lab of South Florida. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod iguez Product Control Supervisor THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. 1- s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Rollina Shield, Inc. ACCEPTANCE No. : 93- 0722.01 APPROVED SEP 1 S 199$ EXPIRES Nov. 1, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance, No. 98- 0605.01, which was issued on June 29, 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -14, titled "ASSA/ ECONOMY ACCORDION SHUTTER," prepared by Tilteco Inc., dated February 16, 1998, sheets 1 through 9 of 9, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6,.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by ehalciBatild ing insOfilation the e SsutheFlorida Building Code (SFBC) in order to properly Helmy A. �akar, P.E.- Product Control Examiner Product Control Division Rollin!! Shield, Inc. ACCEPTANCE No. : 98- 0722.01 APPROVED tSEP 1 5 1998 EXPIRES Nov. 1, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal o' this Acceptance (approval) shall be considered after a renewal application has been tiled and the orjginal submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it': a. There has been a change in the South Florida Building Code atfectin; the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling, ofa revision application with appropriate tee) and granted by this office. 5. Any of thc following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance otthis product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. N akar, P.E.- Product Control Examiner Product Control Division 1 J o x 1/2" 5. 5. 1A. S. • 6 0. C. - SECTION A POURED COFJCRETE REWIRED 1,50d 1/4 • -20 5. 5. S. u. 5. W /FULL P ENE 1RATION 1110 RA RA. CALK -64 ANCRSOR (SEE SCHEDULE). - SECTION B1 . -E) S . 1 U . S. w/ . 3%6' • 5/5 LANG NrLON BUSHING. (Typ. TOP). POURER COHr;Rt?L R CQURED - • \ \\ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 'RN e 4 / SE SCHEDULE 0 W1 3/S• o x 7/8 LONG NYLON BUSHING. (Typ. BOT1014), CO NCRETE At F -DRS MI SCHEDULE) WALL MOUNTING INSTALLATION i � / 1 10 . S S S. S. W. S. r W /3 /d • x 5/8 LONG NYLON DIf9-IItar (Typ ) FOR 1AI11NW SEPA?AT1011' TO CUSS or IE r . S1 NC WINDOW OR S. O. D. SCALE: 3/8" = 1 " SCALE: 3/8 - 1" O OR © OR t© 5/g HOLE 10 IN SERT SCREW 11-IRV SILL INTO ANCHOR (REMOVABLE INSTALLATION) COYER 1.1114 NYLON CAP, / 10 r 3/4' S. S. S. ►•. S. • E 0. C. EDGE OF SLAB If APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION 1 10 x S 5. S. S. u. S. w/ 3/a3 e x 7 /5" LONG NYLON BUSHING. (Typ. Er7TT0u). cc uc:RETE ANC (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION Al POUF+EO CC,Ne £1E wRLLRLRTt x CONCRETE (SONMA CONCRETE NP :HORS / 10 1 3• S. S. S U. S. w/ 3/• • • 5/6 1 NYLON BUSHING. (Tip. TOP). (SEE SCHEDULE) / 10 . Y S. S. S. W. 5. W/3/6. O B V4- nH0 SEE SCHEOU_E FOR 11 1N1NUV SEPARAPOH • S TO GWS Or CxbfNG wIHO%Tv CR 5. G. D. 1 10. 1/2" S. S. S. U. S. 0 6 0. C. cti (SLI S - SECTION Cl SCALE: 3/8" = 1 OR ® OR © SCALE: 3/8 - 1 " 10xr :S S. W. S. 1 • x 5/6" Lott trrLrk1 Dustin (D 1 1 1/ Y S }-� S. S. . 5. S. U. S. 06 0. C. POURED CO CRETE REOV RED c0tic cTE N 4CttOR 1 SOT D, J •JF v<� ( sEE 5CHE0L� OR CEILING & FLOOR MOUNT. INSTALLAT. ! t0 x 3 5 S. S. N. S. 3/8 0 x 7/8 LONG SECTION Nr.ON RUSHING. (Typ. 130110u), INSTALLATION DETAILS LSAT 1/4' 0-20 5. S. COLTS w /NUT & YNS4+CR • 12' 0. C. 14 x 3/4' S. S. S. U. S. 0 6 0. C. 1 x Y x 125' Alum. ANGLE Cont. (6063 -16 ALLOY) POURED CONCRETE REOV RED OcR© T ` S 4' ANGLE '125' • AL TERRA E WALL MOUNTING INSTALLATION OFFSET SEE SCr+CDU 117 Nu +UV SEPARATE • S TO CLASS OF ExNSntr; wHD0■4 OR 5 C. 0. SCALE: 3/8' = 1 - SECTION B2 1 10 x 3 5. S. S. N. S. w/ 3/B 0 x 7/ LC+-1C MrLON HI,IG, (Typ. 0O1101,4). ( 10 • 3/ 5. S. S. u. 5. • 6' o. C. -- CONCRETE NCCHCRS (SEE SCHCDuUE) POUPE0 CON C.PETE RtOOP£D EOCE o' SLAB If APPLIUBLE nu RED CONCRETE R EOURED 110.sS.S. 5. u. S. w/ 3/S • x lf L 4G NYL S / gt�Fl ( TOP). O I ,G 3/S LONG (11yP. F U p m POURED CCt4CRE1E OR CONCRETE BLOCK . S S. S. WALL RCOVIRCD • x 7 x /If NYLON ENS H HC. DO TTOU ). ( tO x 3/i 5. S. 5, w. 5. 0 6 0. C. EDGE OF SLAB IF APPLICABLE T1LUT TEST1N CLR O t D Q(FIN * O PANY � wALT1Y A. T>LLn Jr.. P. E. FLOIl10A Uc. / LJ CCI4CREIE ANCHORS (SEE SC 11) WALL MOUNTING - SECTION C iO S. , 5% /3 /S • . 5/3" LCt+C MlGrN BUS»1'1G ( T y p 1 -SCHEME E SCHEME FOR 4C0. I SEPARAnct4 •S 10 1 GLASS Or EJasn1Y, l vx,NOC+r QR 5. 0. 0. /// 1/4" (3-20 S. S. S. u. 5. w /FULL FEIFT RAT ION INTO RAwL CALK -IN NN.HOFR (ser. REMOVABLE MOUNTING INSTALLATION SCALE: 3/8 1 " "x<RE1E ••} -0R5 :.a sot ova) ALTEDC4∎TL cl4C RC1E AN_+cn s (SCt r-oR.LJL1) REAR INSTA11AT10 EDGE OF 51.1 IF APPLICABLE 1/4' • -20 5. 5. 00115 w/ NUT & wtio1En 7_ • r OR c - - -• - C. On S • .123' /4LVw 1+UU ANGLE 1 1 10 . J 5. 5 . . Pim, 5. u. S. w/ �) /�•. ( _ L0 NYL UVSINIxs II Or P r / 1 10 • 3. S -0 .S.S.►1.S. w/ 3/6• • x J _17/5" LONG 66 .,. NYLON BUSHING (ryp. 00I1'0 A). 1/4' • -20 S. S. DOLTS w /NUr •c WASH eft • it 0. C. 2 • r on 4 OR S x 121 ALUNl+V4 ANGLE AL.TE R1lkTL INSTALLATION (OFFSET) SCALE: 3/8 - 1 N4 10 x 3• S. 5. S. U. 5 E. 0. - CT)GC O:STN4CE w / 3/0 • x 7/i• LONG ((SCE SU+EOUIE tmc BU $ ICE1 0 OF 9) (T 801-1Ou). 11 x 3 /{ S 5. 5. N. S r , ?' � }} jR 1 3/t6 a Nurn. POP RNf - a�Jj) JJ1 %f •;}4,T ON - 0 6' 0. C. ALIERNATfv£LY ANGLE C. DE LOCATED Al FRONT llSulGtEFT ?3YCE \O.Q(3 OI SAME SPECS AS SHOw14 F EXPIRATION DATE %Abv By ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSNIELD, INC. (A.S.S.A. 1 19) EP00 N.N. 119 STREET HIALEAH, FLORA 33016 PFLODU CONTROL DIVISIO BUILDING CODE COM, LIANCE O: AS SF1O1•N 51CALL 2/10/98 DAT 98 - 14 DRAW NO 1}0 hPPR0VI1 l;ll! `;1111 IIIE S(llli;l oll;(; CGU1: 011E Un)E 29 la 8 PSODUCi COL\ (L D V S;UN Mill DING CODE CU11PLIANC.E GI FICE r,CCE &LANCE I + ogg - Q� °OBU (GLADE COUNTY SHEET 2 or 9 FTC= / 10 x 3 S. S. 5, u. 5. w /3 /d • . 7/d LC., IC ttrLCR1 EArE.i 4114 (TyP.) NSF SCHIDUL.E FDA W 1 . 4 1 , 4 4 SEPARATION • S • 10 CLASS or ous - m4C yn NOO'M OR 5. C. D. (SC 5 tUULE) 10 ■ 364' S. 4 S. S.0 W. POP R 3 • \ ir 0. C. ALT ERtLATwELY TO CONNECTION Al TOP UP. USE #10 x 3/4 . S. S. 4. S. OP. 3/1 • !t 6 Al u O. CO R TT45 IOCAnott 1 / / / / / / / / ` / / / /// POURED CO R£C /,1RED CONCRETE MIC} R (SEE SCHEDULE) O hOOR • 1 3 ) OR OOR ®OP®CA® OR ► POURED CONCRETE REpAROD EDGE Or SL Ir •PPLX1tLL 10 s. S.S.W.S. // 3/6• • 1 5/6• LCNC 1htC+1 BU°,+4 NC. (Try TOP). CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' f 10I s. s. s. 4.5. / • x /6 LONG NYLON BlJS -cr4. (Typ. E011oJ). S. 10 11. S. 3 OR ` 3/16" • Alum. POP WA • • 6 0. C. EDCE 0r sva IF A.PPucAELE . 4) cto (1) 0)0> It 0 POIAID CC•K7tETE REOu PSD 1 10 • 3/4 s. S. S. Y. S. On 3 16• • Num. POP 0 6 0. C. ALTER31AINCLY TT) C0tNECIOH AT TOP LIP, USE f 10 x 3/e $. 5. 5. U. S. OR 3/ 16 0 Num. POP S 0 6 0. C. AT T1-11S LOCATION 1501' 1/4 • -20 S. S. S. W. S. w /FULL PENETRATKXI INTO RAWL CALK -P1 k+C»OR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81' INSTALLATION DETAILS TYPICAL ELEVATION SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIRDAEtTTS POURED CONCRETE RECM RED L D. ' ((Sli'� SOICDIAS .04 S+ELT o' ). POURED Ct) t oa CCriCPfTt DLCCx IV All REOUKD (YI ssoEDuIL) (SEC so L)) OR MOUNTING INSTALLATION IILIECO INC. . 111.11T Ti. t 11071 NE ER I *Q CCU P ANT .fin K 4. 3 PP. ( x 4 A T1 „1'►b . t 7047:c74, rt.tr7c. (305X71-101 sJ N WALTER A. T111JT k.. P. E. on. r j / 1-- 1.50: (( 1 8x15 Tr UT r«s+•R • 1 T 0. c. 2 :3' OR (OR 5•.1IS ALU4 NU' MK.LL WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' � tO . 3/ 4• 5, 5. .u.S, R 1 • Nur POP R • b.. ALiZRr:'.TNELY ANGLE CAN PL :ODL' :' CONTROL DPi ISION LOC.TLD AT FRONT 3 5 USIr+G TH E B(iU:1G C'viE C ^v'1l Li:t�:CF (*TICE SANE SPECS AS SHOWN FOR REAR 0451AL1ATIa+. ED O< SLAa 0• GE APPLJCAPIE PRODUCT b ENEWED ACCEPTANCE -O )..).0I EXPIRATION DATE Wovs:on pl - OI ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.s.sA 1 19) 1 0000 N.W. 119 STREET 144 FLOP CA 3301 a LOUrrtv MR s. I •I WTrr • O 0R © / t x J 5. 5. 5. V. 5. W 3/6 • x 7 /8- LDe+G KYIOP+ PUSHING. Oro. °OTTO4). 4 1 0 ■ J 4- 5. 5. . 5. OR 3/16• Alum. POP RNUTS • • 6 0. C. A�- AP.'O,LD tS co ?:,r11MG VP1N THE S�U11{ FL r,IDA DU:I.D:! 1 COn. UATC.3(� E . z . - ‘//(----. - PBtli)UCT cn`I ioi DIYiS.UN euILD!NG CODE COMPLIANCE OfFICE !,CCCPTANCE f10 911 -660.5.0 OADE COUNTY NR 2/1e/9• DATE 98 - 14 D RAW*{0 1b SHUT 3 Or 0 10 x J S. . Y . S . OR 3 1 e� • A•u m. PCP • 6 0. C. FLTTRt:ATr'E1Y 10 CONNECTION AT TOP UP, USE (10x3 .S. S. Y. S. OR 16 • Num. PCP RlS 0 5 /8 1•01..0 10 HSERT SCR Dr 6 0. C. AT TNa LOCAL t . T-RU S11. INTO AI./CHOI (Plw NAB LE GONER WREN MELGN CN'INSTALLATION) 1 10x 3' S. S. S. W. S. -W/ 3/(5 • x 7/8 LONG NYLON 812911HG. (TYD. OOYI S. u U. s 0�C. AANGtL C onL (6063 -T6 ALLOY) 1/4• • -20 5. S. 5. 4. S. W /FULL PENETRATION INT0 PAWL CALK -N ANCHOR (SEE SCHEDULE). S. 1. 1 S. R 35.16 • 6 0. C EOCE OF SLAB IF APPLY:AZLE REMOVABLE FLO - SECTION B2' CONCRETE ANCHORS • if 0. C. POURED CH OCR ElE OR CONCRETE BLOCK WALL REQUIRED r x r x .125 c* 3_x3' ALUMwu4 TUBE (6063 -TS ALLOY) 3/16' NETS OR %m POP 1 R 3/4' S. M. S. 0 6 0. C. (Typ.) • SECTION E 2' x 2 x .125' OR 3' x 5 x .095 ALUMINUM TUBE (6463 - T5 ALLOY) 3/16 0 Num. POP EfS OR / 14 x 3/4' 5. M. S. 0 6 O. c. MI)) 1 1 •w_ __ L, _ J 3/8' 0 HOLE FOR LACKINC BOLT O (ALTERNATE TO (DI ) 1' x r x 125 Cont. Num. ANGLE (6063 -T6 ALLOY) •* 1' x 1' x .125 Cont. Num. ANCL.E (6063 -T6 ALLOY) O (AL'rurdATE to O ) * GLASS r �� t 1 2 i b '•^ SECTION El r J SECTION D NOTE : SEE NOTES ON LACKS ON THIS SHEET, VAU0 ALSO FOR SECTION E1 AND ONE SIDED SHUTTER. (ALTERNATE TO © ) 4 * 4 O (ALTt ATE TO KO ) • CONCRETE ANCHORS • 9' 0. C. ©k®0A 0 4)oR0 0 R 0 BO 2 ANCHORS EACH ANC LE ®cad+ GR ®0R 4)31 OR/ 14x 33/44 . S. 14. S. (Typ ) 2.005 COME NRCNORS 1 2.005 • 9' 0. C. 1.005 ISOMETRIC (Typ. AT TOP (CORNER POST) do BOTTOM SLABS) 1 :CU LDD J ; •0.r POURED COtCR&TE OR CONCRETE BLACK WALL REQUIRED 11 /rx11 /tOR 1 x2OR2' x3.OR 2x4 ALUMINUM ANGLE (8063 -TS ALLAY) 14 x 3/4' 5. k. S. R 3/16' 0 ALUMINUM POP RIVETS 0 9' 0. C. 2' x x .125 OR 3' x x A95 Mum. TUBE POST 2' x r x 125 x TUBES' SIZE Num. ANGLE (2 REWIRED) (6063 -T5 ALLOY) EDGE OF SLAB POURED CONCRETE OR CONCRETE BLOCK WALL RECURRED 1 1/2• x 1 1/t OR 1 1/Y x r OR r x r OR r x 3' 0R Y x OR x 5' x.125 ALUu ANGLE (6063 -T6 ALLOY) 14 x 3/4' S. M. S. tR 3/16' 0 ALUUINVM POP RNETS • V 0. C. 3/5 0 HOLE FOR LOCKING BOLT ONE SIDED SHUTTER: END CONNECTION .DETAIL // 2/9? POURED CNOCR ETE DR CONCRETE BLOCX WALL REO JARED CONCRETE ANCHORS • 9' 0. C. ( 14x3/4 5. M. S. OR 3/16' 0 AL LI.1INU4 POP RIVETS 0 d 0. C. E CLOSURE DETAIL W/ Num. RMJVT t (Typ (OUTSIDE) NYLON SCREW HEAD RNATE USE OF JQ LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER t c lILIECO INC. T1LLIT TEi11NO t CNO4 NCER140 CO14 PANT 17►9 N. V. 3.1A K Ks 10. M01... yAOCNt, M1ax>+ 171 N P t 05)471 -ISO . its (06)171 - 16)1 WALTER N TfWT Jr.. P. E. NOTES ON LOOKS : • INSIDE LOCNER ® OR O rs of ROCKER S HALL AL'xAYS DE ustt FOR NJY SPAN AT IISTALLKIO 1S WITHIN THE FR S T 3 0 FUT Of DUR.D14C. AND FOR SKITTER SPANS GREATER T1-4W r -d, FO INSTAltAT10Ns ASE 30 FEET rV EL•JT1cN OF 101NC MGAA xtfD M a. . M SHUTT1Jt INS7oc LOCKER UU S 44 L BE�(TT ED TO ':� k BY MEMf5 OF 2 n40.0 SCRflYS ONLY r7F+ N US f 4C Q9 ROCKER C LOCNERt 4AY 6C LIED AS AN MCC LCCxi K ATTACHED TO t I w i/4' 1 -20 x 1' LO NO S. S. THR GOER DOLT W/ t/4' 0 - x />f NLLOY THREADED 01.001&11,1 RrMU1. SEE NSTAUAAi DETNL ON THIS SHEET. OUTSIDE Lo(0(FJt (DS7ivll 8E ATTACHED mu ®a Q w/ • -2o s. S. StocrotX DOLT w 7/5 WINO NUT OR W/ 1 / • -20 x r LGND S. S. THREADED BOLT W/ 1/4' 1 -20 x 5/5' IN 4ALLY T1NfaAED N.V'NL'M RMIVT, SEE P4STALLXDON OCTAL CN T1+5 SHEET. a). FOR INSTALLATIONS WITHIN THE FPSr 30 FELT L1.EvATION OF DUI NO 4EASURED AT DOTT0M CF SHUIHLx AEC IN AOOff DN 10 EITHER CR Q USED WO( ERS, A REGULAR T LOCH ►RAY OE USED FOR SCCUfb PUR S AT ANY DESIRED LOCATION OF CENTER).+ ATE (INSIDE OR OUTS CE), .01fN USED INSIDE. 14N5.Au4 SEPARADON TO GLASS SH+LL ALSO DE 1ER:FIED FRO4 THE TIP OF SUCH T LOCK OR FROM T1E OTHER SHUTTER CCUPOtENTS S1+CTINN ON sECT10N 0 (xI1CHDER 15 Oct 4 CRT1CtL). D). FOR INSTALLATIONS ADOVE 30 FEET EL NAT K7N Of OUIDNC MCASLRCO AT 8017014 CF SHUTTER AND SHU Tait S PA.N 5 UP TO 8'-d. O.+E T ILEX KAY BE USED W LJEU OF LOCXERS Q9 OR AT MDSPAN Of corm:NATE FAJ3NC O(JrS'OE OR INS DE. 141 EN USED INSIDE, ■1-0.1U11 SET J.110N 10 GLASS SHALL ALSO BE VERif1ED FROM THE 11P Of S2JCN T LOCK OR FROM TIE OTHER SHUTTER 00UPO*ENi5 SHONN ON SECDON 0 (1•t11CHEVER IS 4CFE cF r LL). © (A .TFR`vATE TO © ) 4 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD INC. (A.s.SA. # 19) 5900 N.W. 119 STREET HALFAH. FLORIDA 11016 IC/. w t: SERIES 9444 ALVUI1R.J4 (2024 -T3 ALL LARGE FLANGE THIN SHEET NUTSERI, PART 1 0020, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSPPEHY, NEW JERSEY 07054 OR EQUAL. VOX 11111a11 1 11 r /t - o - t a� of a__E >1�]� .- ATTIONDATENo�E 1 A BY U A OR OR© UCT RENEW; APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . E gg. IVY, PRODUCT COAL DNISON 6UIL0'.i 0 CODE COMPLIANCE OFFICE ACCEPTANCE NO 9g 0c05. .csv.rlr DADE COUNTY As st10YtN SCALE 2/10/96 DATE 9B - 14 WtAwu+o 14o SA El 4 OF • ALTERNAT 2 x2•1 LU1AINUV ANGLE (6083 -T6 ALLOY) ALTE 0 SECTION DI (MULTIPLE SHUTTER PPODU.,. CONTROL DmsIot LZLDiY CODE COMP LLA1NCE Off3 E INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. It15TAL LAD Ot15 ARE ONLY VALID FOR BUILDINGS Y1TH DESIGN LOAD UP TO 75.3 pv AND 9'-CT Vol, SHUTTER SPAN. 2. t1E' T • 6 P. T. 10 BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 % 14. 14. C. `M// SPECIFIC DENSITY Of 0.55. 3. FOR NEW W000 FRAUE CONSTRUCTION: WOOD LLEVBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY Of 0.55 OR EQUAL iliW I . . is. . „ A 0 r 1M000 24 0. R(QU •4111 II VI 0 1 /4 • 01 rLONG LAG ScREwS • 6' 0. C. w/ 1 1/2" rn, FV4C1P,A1 iON 10 COST .1C YA00 MC/DCOt t • r OR {' OR 5 . .125 Akrn ANtCLt (6463 -T6 ALLOf. I10.1 S.S.S. k W/ 3/r • . 5/1" LONG NYUh1 DVS1-1•G. (Typ. TOP). �v- 4 n, II 0 J , I/4 • -20 5. S. BOLTS 12' 0. C. w/ 1411 • wAS>tCR 1.000 1E.AOC t RFAU RE SEE SCtEDULE FOR 4.1111/14 SCPAt • S • TO CLASS Or DO ST N G ;t100r OR S. 0. 0. (2) 1/r • . 1 t/r t.MG SCR W S • tr 0. C. ALTERNATIVE 1 5. ( to • 1/r s. S. S. u. S. •ro.C. Q -�- C4A5S 0/ C 4TING / 104:ow OR S. 0. 0. S. t o S. v 3 // e • 1 5/5' LC10 NYLON B4,sH NO. (Tip ) © I_ sc t s t • d o. c. ALTERNATIVE 2 VOW T72/SStS 0 M TTLR • 24' 0. C. 41:04.44.120 R 1/f • - 20 / 16 • 3/4 S. S. DOLTS • S. S. 5. 14. S. It O. C. V/ • NJ1 & 111A9 MNm. .4 (6003 T AUX NC• P. T. t 1 6• cart. (2) 1/4' • x 5 LAC 50V•S • ()O1 SnA (4 C•R11 Of Sn)0) ANC r/ 1 4'n. PENETRATION INTO ST1/0 0 t CLASS„ Of O EXSIS +; cx:M . V ' .. S � • C 0. C. IH pu j �. h 'I P • I 11 11 II II 1 LOT • x 2 1/7' LAC 1' r r • 1/ (VA) 6063 -15 Alum. %OE w /(2)5/1x• •�' tAG SC•C•K TO (•O1 Fund• c t twvz. 1DCA7t sEoEws AT NCti•DTN O Cc snM: .QOO voRta (r '. HON AL V10T1t 4' w/ r 14'. PO(TRATION. orr . s. w.S. V/ 3(T • r Stf Ira Nna+ t3<ry + 10') Q UNTING INSTALLATION MASS Of D7511H0 HcprORS.C.D, / 14 x 3/ 5. S. 5. 4. 5. 0 6 0. C. 1r0c0 TR SSt OR RAFTER • 2(0.C.REOU OR ( 10r S. W. S. w /3 /r• r /e' (TTy Do cM) lKN 1 10 . 3/4" S. S. S. w. S. • x 0. C. r • 6 w000 OCCX RLVIA RED r/ 1 /4 • r 1 1/r L SCRE`fS • 6" 0. C. 5. w 5 . % 3 f S. ! • • 5/r Lr'4 w ausNNC (T RNATIVE 4 t0 r 1/t S. S. S. V. 5. . 6• 0. C. IILIECO llMc TILLIT TLfT1N0 & P fQIN(E P Q CAMPANY •SH M.•. NKr. R 11411 t i T V3'* 0W08. Fda0■ U I H (.46)•71 -1150 . fa : (4.)9461 1 MN.TER A. TWUIT Jr., P. L FLORCA Lic. 1 44107 1 10 • 3 /f 5. 5. 5. IA. S. • x 0. C. 1/4 -20 S. S. BOLTS • 12 0. C. w/ NUT t WASHER - 2' rSOR4 ORS ■ 125 Ajm. 44431.1 (e063 -T6 N.LOY. 1 /6 • (Vr) 3 -TS Nun 1U6t (Co•+t) w/ (2) 1/f • • r tAc ScR•ws • (Aa+ STL (140. or sn.o) ,.}o r/ r 4F, PS]£TRA1ON INTO OOSnNC 5T O. PRODUCT RENEWED ACCEPTANCE No. q6 of E)GLRATION DATE tUttkA 01- O1 • t7I / 10 . Y 5. �' �� S. 4 1D 3 / p f oN NC (Typ. DOT TON). By .' �•.a•; /. PR ODL: C'CONTROL DIV' 1SION BTILD LTG CODE COMPLIANCE OFFICE CEILING MOUNTING INSTALLATION - SECTION B1 yY, 1. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. 1 i9) e40o N.w. 119 STREET HNLLAH, FLORIDA 33015 M71 ICY. 10 Kc urny 4 o�© NC•1 r r r P. 1. Co.4. r000 PLATE w/ ( 6/16 • r x L. G SCREWS t CAGpI R,.(TLa OR TRt/SS. IDUt( SCfYks Ai N Ext s17 r (Y 4ti'+. /0490.1 '•'OR1) 74:\ r/ r N� fU C AT»4. I10■TS.S.S N.S I I Y/ 3/3 • • • 5/6" L01f 1 1 wrLON BVSIINC, (T 1 0('}. II II II U SECTIONS B & 01 CAN BE cc*4 EO AS AP PUCM3LE. AP PI OVLD AS CO`dPLYINC WITIl TIIC SOJrlI FLORIDA DIJiLDINf, CODE DAIE_UA).. Z -9- _I c.B. BY-11 - // -. / PRODUCT CON ROL DIVISION CUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO,t - V 605 0` DADE COUNTY is sIIY N scut 2/1e/90 0ATt 98 - 14 aitAwIN O Ib SHEET 6 Of • / 14 • 3/C S. 5. S. 4. 5. • r 0. C. 1 10 •r S. 5. 5. IL S w /3 /r • 7/x lb+G M1.CX1 13J5+INC ( - SLC SC+(CJ1 toa Ut n. 504.R.•n0N •S 10 CAA SS Of Y EX tSTic .rc' Q OR 1. C. D. 1 10 • r S. W. S. w/ 3/5 • • 7/r LbNC t(1lON BUSHNG. (Tr9. B0TT0 r) / 10 • 1/r 5. 5. 5. u.5 •6• 0.C. CEILING & FLOOR MO - SECTION B ( .50Cf k 10 r 5. S. 5.1.1 / 3/x • • 7/r t.o4s HYLAN BU S14 . (Trp. 00T104. 1• ■ {' . 1/r (1fn.) 6663 -T5 N u'\. r. c (Coat.) w/ (7) 1/ • • r trG 9w S • CALM STLA (14ciloOTH Of SW) AHD W/ 2 WI. PENETRATION 4110 COS144: 51W. 1 0•r S.S. S. 14. S.w / /a'• r 1/r LU+c NTT.O• 5Il5i1H' . (Trp. DOTTOV). NCrf P. 1.2" ■ S Cont. (7) 1 / x • • • LAG 1CWS • ALTERNATIVE 3 [AG11 ST1A (4o•ATN lX S .4 w/ 2• 141n. PEA INTO SILO WALL MOUNTING INSTALLATION (OFFSET) -- SECTION A /y t- ALTE CLASS OF ExISTING nNDOW OR S. G. 0. ALTERNATIVE 1 r x 8 Corti. w000 'FADER REOUTREO 1/4 • x S 1014 LAG SCREWS • 9" 0. C. W/ 1 1/r WIN. PENETPA 10 EXISTING W000 HEAVER. w / /6 • . 7/14 LONG BUSHING. (Typ. TOP). SEE SCHEDULE FOR 54Nt■UU SEPARATx)N • S TO GLASS OF EXISTING W;H00'+y oR 5. G. 0. 1/4• • . 1 i r LAG SCREWS • 5' 0. C. 10 . 3 • S. S. u, S. w/ 3/6 • x S/6 LONG MrLON BUSHINC. (Typ -0OR © WALL MOUNTING INSTALLATION — SECTION Al it Ilkid ill1H4"Iik 1 0 %Mt t! .. STUD C.W. ED. Nc• P. T. r x 6 Corn. (J) 1/4 • x S LAC SCPCNS • EACH SNP (u0x10TH CF 5n. A� w/ Y WTI. PEHETIVSION r(TO SNO NOTES: 1. INSTALLATIONS APE ONLY VAUO FOR BUILDINGS WITH DESGN LOAD UP TO 75.3 DD ANO 9'. LY Wax. SHVTTER.. SPAN. 2. NEW 7 x 5 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY wiTH 19 X W. M. C. w/ SPECIFIC DENSITY OF 0.55. 3. FOR E No, W0 00 R.& O OF N: O 59 IJ0 RS TO BE SOUTHERN i ( LO x 3' S. S. S. W. 5. (/ 3/6 • . 7/6 LONG NYLON BUSHlrG. (Typ. BOTTOu). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Oce© wC00 HEADER R COUIR£D EE SCHEDULE FOR 1.41/.41 SEPARATION '5" TO CLASS OF DaS LNG w,NDCW OR S. C. O. .4 ( 14 x 3/4• 5. S. s. J. 5. • r o. C. ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) — SECTION A2 1 7/ 9(9 TILLIT TE1<T111 0 & v NCUt•44 0014PANT .-J.0 N.V. t ( W11 -1530 .. Fa : � -- t6-31 w 1H 51 VNLTTA A. MUM Jr.. P. C. FLOROA Lk. DUCE FOR uitiuJ11 SEPAR,nJN "S ''��'''''')) OF E><IST1 v1H00W OR S. C. 0.� ALTERNATIVE 3 LE FOR 11I.4i 1JtM SEPARATION • s• ner ExrS wvlo0w OR S. C. D. T REN /ED 4t- O'l El�o�Qw\Q9A - 0\-01 NTROL DIVISION OhIPLIANCE OFFICE IC . K ALTERNATIVE 4 1 . r . 1/6 0.11N) 5043-13 ALLOT ALU WIN UU TUDC C« 1/4• • . 4 1..0NC LAC SCREWS 0 6 0. C. w/ 1 1l Y 1.4n. PCNETFAnON TO Ezr,1r,C w000 HEADER w/ 3/6 • . 5/6 u. S L ON MrLC+I BUSHING. (Typ. TOP) EQUAL Coral. EQUAL ALICRNATT L NEW P. T. 2' x 4' C. ve/ 1/4 • ' 6 LOG LAG SEPTA'S • G o. C. W/ 1 1/7 uin. EN PETRATION TO COSTING woo 1 10 x3 - 5. 5. S. W. S. IF/ 3/5' 1 5/6 L ON G NYLON OtJSHiNc. (Typ. TOP). trIVIN w1 1 w ur . .. I K.roM Coral. EOU.AL AV ER NAfLVE ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.s.s.4. 1 19) 8900 M.W. 119 STREET H'ALEAH. FLORIDA 13015 an AS SHOWN SCALE ,./1e /sae DATt 98 — 14 DRAwINO !io SHEET 6 0( 1/4 • . 3 LONG lAC SCR Elr t 6 0. C. w/ 1 1/Y un. PENETRAT10N TO D( 5 x000 t(AADE 1 10 x T S. S. S. W. S. • 3/6 • x 5/6 LONG NYLON BLISHaC. (TTP. TOP). 1• .4' • 1/1: (w ) 6C.63- T1 NM. Tv (C w/ OF SD) TU scREa EACH I0 (I DTH s • tAa+ ��w A O w/ r u'(. PO M EXr T ON INTO snt4 sT U0. 0R ® OR © 5 ` W . s w 3/5• • 5/6 LONG MtoU BUSHING. (Typ.) R W/ J /6 0 S. L S. W. NYLC# HItY BUS;. (Typ. BOTTOM). O R IR@ By SEE SCHE TO CLASS SEE 5C)HEDU TO CLASS C ACCEPTANCE Nc, EXPIRATION DAT BUILDING CODE C R ©OR© r s. s. w/ 3/6 • LONG 1..411.O4 (TO) TO 2 C41 © 0 ITAD ER. OR 0R1E) •• u. S. w/ 3/6 • ■ 5/6 LONG kYLON BUSHIHC. (Typ.) TO OR © APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE _ - E �.a 19 BY _N. PRODUCT C I DIV:S ON BUILDING COOE�,COMPLIANCE OFFICE ACCEPTANCE rIO.70- 6_0 DADE COUNTY •LTE2I1•hltLY Tp cot+NtcnON Al 1OP UP. 110 s OR 3/1C S . /1t • Num. POP RIVETS • 6 0. C. AT T rS LOCATION. 1•1 - M3j CUSS Ot' (s15tING *vow OR S. C. D. t/4' LAC S.OPZW5 • 6 0. C. AL1tkNATNt1Y TO CONNtC11ON Al 10P UP. USE 110 s 3/4' S. S. s. M. S. OR 3/I6 AJvm. POP RIVETS 0 6 0, C. AT THIS LOCATON. CL/SS Of EXISTING Wi40041 OR S. C. D. ( 14 ' 3/C 5. 5. S. w. S. • 6 0. C. 1 0 x 3/4 S 5. S. N. S. OR 3/16 0 Num. POP RMTS 0 6 0. C. ALTERNATIVE 1 1• x 3 OR 4 OR 6 s 126 Num. MK-Z (6053 -TS M.L. L NCW P. T. Y ■ d Coat (2) I/4 • x 6 LAG Sct£w5 • EACH STTA (1.10*1 N OF STUD) Ala w/ 2• win. P1OETF INTO STUO f 10x3/4 S. S. S. W. S. OR 3 16 0 Num. POP R • 60. C. 1/C • -20 S S. DOLTS • t2- o. c. W/ NO 4 wAF¢n ALTERNATIVE 2 1.50? 500' `10x3CS.S. S. w. 5. OR 3 /t6 0 Num. POP RVETS • 6 0. C. � g tl OR O 1 10 1 3 5. W. S. W/ 3/6 • x 7/6 LONG NYLON BL/SHIHG. (TyV. BOTTCu). �) l/4• • -20 S. S. DOLTS 0 12 0. C. w/ NJT t 'RASHER I N4CLE (0063 - ALLOY. 1' x 4' x I/d (v b.) 5063 -1S 11.)6E (Co,A.) w/ (2) t/C 0 • S LAG saRcw - 5 • ()OH 5'TLA (wlowo N cr STUD) NO w/ Y w '. PLNETPATKM INTO EXSSTIHC SILO. OR CD w / 1 3/6 • x 7je r, NYLON 9u-G. (T SOTTO 4). TO x3/C5. S. S. W. S. OR 3/16 • Num. POP WETS • 6 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' woOO TRvsscs CA PATER or 1C 0. C. ACCLAPfO Iw IME 4r ir Ad III. 1 14 s 3/C S. S. 1 S. w. S. • 6 0. C. 10 x r S. S. S. w. S. x /3 /r • s 5/5 LONG HYLOH 0,/5t1NC (Try) 1O x 3/4 5. 5. S. w. S. OR 3/T5 • Nu-n. POP RNETS • 6 0. C. ALTLh7:ATM1Y 10 C044ELTc i AT TOP UP, USE {10 x 3/4 5. S. S. u. S. OR 3 /T6 • Num. POP RATS 0 6 0. C. AT fl1 S LOCATOR, EE SCHEME F OR 1,4n. SE ARAnON ' r TO CL/SS OF cx ST 'or GCE OR S. O. D. - SECTION B' ,• 1 4 LC RAFTER 0 sCP C.$ , 1 10 J N L U CEILING & FLOOR MOUNTING INSTA INSTALLATION DETAIL EXISTING WOOD BUIL . t/d (A.) T5 AA Tv DC 5/16 • 1 4 a CoS TO E TRUSS, LDCA AT 1,27.10T1i 12000 204 DER NOV0+ 1 r n. Kit ■ r S. S. 5. u. S. 6 • 1 5/d LGa: EIJ SNNi. (Typ. Tce). 1 10 3' S. W. S. w/ 3/6 • x 7/6 LONC KTLCN BUSH H G. (Typ. BOTTO'). / 10 x 3/4 s. 5. 5..4. S. OR 3/16 • Arum, POP R1YtTS • 6 0. C. 7 . 6 WOOD DECK RE41.1RD LLATION S ON DINGS NOTES: T. INSTALLATIONS ARE ONLY YArJO FOR OUILDtt43s 14T1 OES4GN Ur TO 7S .3 p.2.1. NJD 9 Wax. SHUTTER SPAN. L NEN 2 x 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X W. u, C. w/ SPECIFIC DENSITY OF 0.55. 1 FOR NEW 5x000 FRAWE C0NSIRUCTON: WOCO 14Eu8ERS 10 BE SOU PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. PRODUCT RENEWED ACCEPTANCE; ;o.R - o vL�'ol EXPIRATION DATE a >tk- Ok -OI By PRODUr O`dTROL DIVISION BL-ILDING ODE COMPLIANCE OFFICE APPROVED AS COMPLYING 1vI1H TIIF SOUTH FEO�IDA DUIL CO DE DATE 1U,IJ n Z.9_. i 1C U Y _ N.C/ l�; w�- �`/ FI ODUCT COttr t. DIV:S.ON RUING COUE COMPLIANCE OFFICE ACCEPTANCE 110.95.0-5L 6 . 1 DADE COUNTY ACCORDION SHUTTER ROLLINGSHIE LDS ig ! oo H.W. 119 INC. ST RE3.T 35016 leX. SKET 7 Or • ASSA / ECONOMY ACC 1 HALE. 4. FLDRIw . e ICJC . I'111 b0't NI SCMIN:10 AS SIIN1-4 SCALE 2/16/98 9.4.1C 98 - 14 I1,A OwINo Mo IILIECO INC. T1LLIT TLIT1N0 t QIOINLE.R11 •o 0014rAr1Y •44.1 M W. NC IL, Us 1 11 4040043, 111710. 171 /4 R+•+ 1 (.102',111 -11 •~4.4 00 0 . ra : (» 1 `K+LTTR A. TT TT Jr., P. L FLCROA Lk. 1 44157 1 L I 2 1/8' 2 I/8" 2 1 /B 2 1/8' 2 1/8• 45.1 12' - ')" 13 12. -Ef 1 2' - 8• 12' -0" 1 ?• -6• 12' -0" 12•_4. 12' - 12' -2' 12' - 12•_1• 11'-10' 1 - 1Cf 11• -TIT 11' -1� 11•-4 11'-9" 11' - 4• 11' - r 11'-4 11• -5 1V -4" t1•- • 1V -4" 11' -4 4 2 t/1 67.5 75.2 75.3 77.0 77.5 79.8 80.7 81.5 82.5 6.6.2 86.7 66.8 9' -r 9' -5 t0' -6 10' -5' 10' - 10' - 4 " 10' - 3" 9'-1ET 9• -9' 9' -7' 9' -S 9' C 3 1/2' 3 1/1 3 1/2' 3 1/1 3 1/t 3 1/1 3 t/1 10 10• -8 92.7 93.8 94.8 96.6 101.5 103.7 106.5 109.8 110.6 111.0 114.1 116.9 117.6 119.7 120.0 6' -1' 3 1/t 2 7/8' 2 7/5 2 7 /!f 2 7/8" 9' -t 9 9• -0. 9•- 8• -1 1" 6• 2 7/8' 8• -5" 2 7/8" 2 7/8' 2 7/8" 2 7/8" 8• -t 8' -1" 8 -1 2 7 /IT 2 7/8' 2 7/5 2 7/8" 2 7/9" 2 7/8' 2 7/5 B 2 7/8• 9' -Cf 2 7/8' 125.6' 125.7 . 129.E 1.W( ►4vu PA.'+EL sPAN •1.• (11 7'- 7" 7' -7r 7' -6" 7' -6 7• -6" 7'- 4 7• -3" 7' - 2" 7• -1 6'-11" 6' -10' 6' -9" 6• -r 6' -r 6' -5' 6' - 4* 6 - 1 7' -G T -4" 7 , -3 . 7' -2" 7• -1' 6 6 a' -0" 6 -0' 6'-O 5• -11" 2 7 /L{ 2 i/2- 2 7/8' 2 7/2- 5' - 1ET 2 7/8" 2 7/8" 2 7/5 2 7/6" 2 7/8" 2 7/8' 2 7/8" 2 7/8" 2 7/6 125.3 130.9 131.6 134,3 136.; 137.9 140.7 142.6 143,5 147.0 14 -8.4 152.6 153.1 156.8 157.5 157.8 160.8 161.7' 5' -1Cf wAX.1I+Uu DCS■Gr1 LOAD w'• (p.s.f.) 47.8 49.0 50.5 52.0 52.4 55.0 55.2 55.8 57.2 56 0 58.0 59.5 59. 61.5 61.8 61.9 63.4 63.6 63.7 66.0 67.0 10' -2f 10' -[f NAXI1.I11M DESIGN LOAD W (p.s.f.) FROM 91.5 TO 120.0 FROM 120.1 10 168,1 WALL NOUN INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUIITPIG INSTALLATION AT TOP OR BOTTOM (TO NASONRf) MAXIMUM DESIGN PRESSURE RATING '�w' (p (VALID FOR SECTIONS A, DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATI£ 1F NECATNT PRESSURE VALUES COMPLY WITH THE REQUIRED NEED NOT 10 BE CHECKED. NOTE: wJCtuum OESK,N LOAD 'rr (p.s.f.) 90.8 9• -T 14 4JUu PA1 +EL SPAN • 1. • (1L) 9• -2" MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A, Al, B, B1, B2, C & C1 ON SHEET 2 OF 9). FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOl4 (TO CONCRETE) 9 9- FROM 45.1 10 61.8 9" FROM 61.9 10 75.3 cj FROM 75.4 10 91.4 7 9 9" 9" 9" ■ 7" 3- 4 1/2" NOTE 1 rJ'JTE 2 HOTt 3 NOit 1 HOTS 2 1401E 3 NOTE 1 Hcrl C 2 9" 4 1/2" 4 1/ 7 1/2" 4 1/2' - . 2 1/2" 4 1/2" 4 1/2" - 2" 5" 2 1/2 3- 7" 5 1/2' 5 1/1 5 1/7 - 1/Y 5 1/Y NOTE 3 FROM 166.2 TO 226.3 4 c VALID FOR UP TO 3' -Cf MAXIMUTA SPAN. ANCHOR SPACING LEGEND (1) Mow.. • ANCHOR SPCG. VA1JD FOR SPANS OF 5' -Cf OR LESS. (2) Moe. ANr.HOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' TO Cr'-" v4I re-No C 0 .I' rOr ATM. T4J•I 0._ T/1 8' -5". 14 ". 4+ 1 nwrn yIHNUU SLPAPATION 'V 10 GLASS (gin •• T 7 su z uum DESIGN l0•0 're (p -3.l.) 122.5 T -9• + INSTALLATIONS A W/ DESIGN NAILIN TO 75.3 CALK-INS FOR . USE ONLY TAPCON ANCHORS do RAWL CALK-INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. FOR N D LESS THAN SPACINGS , REDUCE ANCHOR SPACI OE By5TAl10E. FACTORS.N(NO EA: Min. SHOWN FOR RAWL CALK-IN T ANCHORS S 2 1 /2"). ACTUAL E. D.= EDGE DISTANCE 2 1/2" 2' FACTOR .75 .50 .s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. Al , B, 61. B2, C & C1 ON SHEET 2 OF 9). PRESSURE (SUCTION) LOADS, 94 ACCORDANCE MTH ASCE 7 -88 CRITERIA FOR A CNEN OPENING. PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE 'Ma AUTOMATICALLY QUALIFY AND µUODUu PANEL SPAN •L' (H) 1JNtuuu sEPNMAnOrt 'S 10 GLASS (In.) . • U 2 7/5 1 TAPCON OR RAWL CALK -IN TAPCON OR RAW& CALK -IN ZAJ.AC NAIUN UP 10 75.3 p.s.f. > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS EDGE OF O 3' 4 c, . 2 ANCHORS REQUIRED EACH ENO 5 = ANCHOR SPACING GWEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK •• (TOP do BOTTOM) SHALL BE INSTALLED STAGGERED AT Mar. SPACINGS INDICATED ON SCHEDULES. DESIGN LOAD •1r (P.1 1..1 154.4 5' -9' 5' -9' 2 7/5 • TABLE 1: 1,194INUM SEPARATION "S" BETWEEN GLASS AND SHUTTER FOR A GNEN SHUTTER SPAN • L", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -(f ABOVE GRADE OF A GIVEN BUILDING. 30' -O' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION S TO BE MEASURED AS INDICATED ON SECTION D. SHEET 4 OF' 9. SHUTTER SPAN L (ft) LESS OP. EQUAL THAN 9' -0' > 9'-CC' TO 10' -0" > 10' -0' TO 12' -0" u!11JUt4 SEPARATION 'S TO CLASS (h.) • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -(f ELEVATION OF BUILDING. SPANS SHORTER T HAN FOR HE 1.,AXIU SEPARATION UM AL OWED SHOWN GLASS N CHEDUI.E 4' FOR S U AT HT SBOTTOM INSTALLED ALL D A ABOVE 30 ELEVATION OF BUILDING, ERS IILIECO (NC.\ TILIJT TjsT1N0 R Q401N[LR1N0 071.1 ?ANY . 4]45 Kr. )4o. L. •. i *1 . F. • W0.6 , IR1 >7114 r _. ; ( )n FLOPrA ( k / Jr.. 44167 E MINIMUM SEPARATION "5 (in.) 2 7/8" 3 1/2" 4' MIT. PO • lux;uvu DC SIGN LOAD •� (p.,.1.) 165.2 14A.Xluuu PANEL SPAN • L • (11.) • 5' -9' 5' -9" 168.1 168.7 5' -5" 5 4 170.0 175.5 176.5 150.3 5 -0' 4•-10" 4 1 Cr 4' - 9' 4 - 4' -s"' 4' -3" 4' - 188.0 195.2 197.2 199.1 204.7 211.3 216.9 221.6 226.3 5 - 1 5' - 5•-r 5' - 5 4 5• -e' 5 Y 4' - 4'- Y 4' -6* 4 . - 4 . 4 . - 3 . 4 SEPAAAno 4 ' 5' To cuss (In.) • 2 7 /a" 2 7 /1T 2 7/8' 2 7/d 2 7 /e 2 7/8" 2 7/5" 7 7/8" 2 7/6 2 7/8 2 7 /8" 2 7/8" 2 7/S 2 7/6 2' 2" 7' t 2' 2" 7 Y t 7. r T r t 2 7/5' 2 7/8' ROLLINGSHIELD, INC. ` 1 (,, (&S.sA. 1 19) e'900 KW. 119 STREET F4•LEAH. FLORIDA 33018 /'77y PRODUCT RENEWED ACCEPTANCE r: a4g ` -() Ol EXPL DATE ta0042.v -0 1-s4 B y - J�Q����J��� PROM' , CONTROL DIV1S:ON BLILDL \G CODE COMPLIANCE O'rFICE NITRO' ED AS COMPLYING 1'lITII 1 IF SOUTH FLORIDA BUILDING CODE DATE -TLS -E__ Zq 1199 BY _' I ' 4._,‘ � --- FROD'JCT COtt1�'U; DI`'1SlQrl BUILDING CODE COMPLIANCE OFFICE ACCT PT N0. JS? - D�>Q.S. 0 ASSA / ECONOMY ACCORDION SHUTTER K,c.I'.71I DADE COUNTY As S14Y•N SCALE 2,/18/98 MTE 9B - 14 04&Awlt+9 1b SH(C1 8 Of WJCIUUU DC S70 Law ultiuvu PANEL SPAN • L' (rt.) 4tNIUU44 SIr,NAnCN 's' 1D GLASS (tn.) • • w (p.I.l.) • 8' -t e' -(1 4141 2 3/6 165.2 6' -0' 6•-C 2 1/r r 126.7 168., S• -11 5• -1t 2 1/7' r T - r 168.7 5' -11' 5' -11' 2 1/r r 7• -6 , 1 170.0 s -io' 5' -10' 2 1/2" r 2 1/z i 1 175.6 5• -S 5• -6 2 1/2' r 176.6 5' -8" S' -8' 2 1/2" r 137.9 160.3 5' -6 5• -6' 2 1/7" r 7• -1' 168.0 5• -4" 5• -4' 2 1/r r 7• -0' 195.2 5• - 1 • 5• - 1" 2 1/r 2" 2 1/r 197.2 5' -r 5• -1• 2 1/r t l t 199.1 5•-cr 5 -o' 2 1/7 r 152.6 204.7 4' - 1 I' 4' -11• 2 1/7' t 6•-6' 211.3 4' - 9' 4' -9' 2 1/t r 6• -4' 216.9 4• -T 4' - 7' 2 1/r r 2 1/2' 221.6 4' -6 4• -6 2 1/t t t 226.3 4• -5' 4 - 5' 71/t t • '1r (p.5.1.) • .. • 2 3/6 125.3 8' -t e' -(1 2 1/2' 2 3/6 125.6. 7• -11' 7' -11 2 1/r 2 3/13 126.7 7' -11' 7• -11' 2 1/Y 2 1/4' 129.6 T - r 7' - 5 • 2 1/r 2 1/4' 130.9 7• -13 7• -6 2 1/2" 2 1/4' 131.6 7• -T 7' -r 2 1/z Iv 134..3 T -S 7• -5 2 1 / 2 ' 136.: 7•-4' 7'-4• 2 1/1 137.9 7• -3' 7• -3' 2 1/2' 140.7 7• -1' 7• - 1' 2 1/r 142.8 r -o 7• -0' 2 1/2" 143.5 6' -11' 6' -11 2 1/r ' 147.0 6' -10' 6•-111 2 1/2" l t 148.4 6• -9• 6' -9' 2 1/r 2' 152.6 6' -r 6' -6 2 1/2" 2' 153.1 6•-6' 6' -r 2 1/2" 2" 156.8 6' -4' 6• -4' 2 1/2" t 157.5 5• -4 6' -e 2 1/2' t 151.e 6' -4' e' -C 2 1/2 t 160.6 6' -2" 6' -2' 2 1/2' t 161.7 6' -r e• -r 2 1/t 2' 164.4 6' -1' 6"-1' 2 1/2 r 66.2 ' 10' -0' 10•-4 3 1/t 2 3/6 86.7 10' -0' 10'-4 3 1/t 2 3/6 86.8 10 -41 10' -4 3 1/2' 2 3/13 68.5 9• - 11' 9 -11' 3 1/Y 2 1/4' 90.3 9' - 10 - 9' -10r 3 1/t 2 1/4' 90.8 9' - 10' 9' -14 3 1/r 2 1/4' 117.6 8•-6 8•-5' 2 1/2' t 119.7 8 -4" 8 -4' 2 1/Y r 120.0 8• -4 e' -4' 2 1/t t 121.2 8' -3 e•-3' 2 1/2" r 122.5 6• -r 8' -t 1 2 1/2' t 61.9 1V -Id 11' -10' 4' 2 3/4' 63.4 11' -t 11' -Sr i 2 3/4" 63,6 11• -5' 1 1• -8- 4' 2 3/4' 63.7 11 -er 1 Y -I a• 2 3/4" 66.0 11• - 5 1 1' - 5 4" 2 3/4' 67.0 11' -5 11'-5 4 2 3/4" 1403.41.114 DESIGN LOAD . w• (p...r.) 45.1 47.8 49.0 50.5 52.0 52.4 55.0 55. 55.6 57.2 58.8 58.8 59.5 59 61.5 ,AAuuUU PANEL SPAN 'L (tt.) • 4" 17 -0' 17 -0' 12' -0' 12' -0' 1 2'- 11' -11" 13' -r 13 -1 1r -G 12' -0" 12- 0" 12• -0' 17 -Er 12 -C 1 3• -cr T 12' -T 4 4" 17 -d 17--d 17 1V-6 1 2'- 4 12• -2' 2•-t 12'-1' 4JiM11 SEP APA TON T 4' 4" 4 4 4 4 4' 4' 4" 4' S r r r 3 r r r 3 2 7/6 2 7/r 2 7/6 2 7/6 2 7/8' 2 3/4 11' -1 ' -10' 11' -1Cr 4 2 3/4' MUM DESIGN PRESSURE RATING "W' (p (VALID FOR SECTIONS B' NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED NEED NOT TO BE CHECKED. MAXI 1AAXIvt, 4 DESCH L0' •rr (p.1. 67.5 70.1 71,1 71.4 71.5 72.9 75.1 75.2 75.3 77.0 77.5 78.8 80.7 81.5 82.5 x!.xluvu PANEL SPAN 'L' (R) • 1 1'- 4 1 1 • -2" 11• - 0• 1 1' -f1 10• -11" 10' -9' 0'-9' 10' -9" 0• -iY 10' -r 10'-6 10• -5" 10 -S 11 -4" 11' - 1 1' -1' 1 1' -0' 10' - 1 1' 10' -9' 10' -9' 10 - 8' 10• -T 10• -6 10'- 4' 10' -r xINiVVV SO'AJtAT10N "S TO GLASS (in.) 4. 4 t 4 4. 4' 4. 4" 4' 4 4 4" 4' 2 1/2" 2 1/2' 2 1 / 2 ' 2 1/Y 2 I/2' 2 1/Y 2 1/Y 2 1/r 2 1/r 2 1/r 2 3/a' 2 3/8' 2 3/8' 2 3/8' 2 3/5' 83.4 10'-3• MAXIMUM DESIGN PRESSURE RATING "VI (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS B', B1', B2' & C1' ON SHEET 3 OF 9). MAXIIJUM DESIGII LOAD . w . (p.s.f.) 9' FROM 45.1 10 61.8 9' FROM 91.5 TO 120.0 FROM 120.1 10 168.1 WALL MOUNTING INSTALLATION XT TOP OR BOTTOM (TO CONCRETE) NO1 1 FROM 61.9 TO 75.3 9' 9' FROM 75.4 10 91.4 4" FROM I 4 1/2' 168.2 10 228.3 NOTE 2 NOTE 3 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) 143TE 1 9' 7" NUrt 2 9" r NOTE 3 9 7" 9" 9' 9 9" • 7 1/2' 9" 4 1/2' 4 1/2' 4 1/2- 8 1/2' 4 1/2" 6' 4 1/2' 9" 9" 9" 8" 2 1/2" r• 3- 4 1/2' 2 1/2' 3- FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) N OTE 1 9' 7- 9 9' 9" 5 1/2' 9' 9' 9' 9 7' 5 1/Y NOT( 2 7 1/Y 5 1/2' 5 1/2' 5 1/2' TOTE 3 8' 5" 7- 4 1/Y 6 1/2' 5 1/2" • * VALID FOR UP 10 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Ma..' ANCHOR SPCG. VALD FOR SPANS OF' 5' -0' OR LESS. (2) Mar. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5' - 0' TO 8' - 6". (t) LA, AN('.HC)P. SPCG,. VAIIn FOR SPANC r:RFA1ER THAN R' - +1' T() Wnr. ALLOWED. 4' 2 3/8' .s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. , B1', B2 & C1' ON SHEET 3 OF 9). PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -68 CRITERIA FOR A GIVEN OPENING. PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND wxuvu DESIGN LGAP • W (p.,.'.) 91.4 92.7 93.8 94.8 96 6 96.8 97.7 100.5 101.5 103.7 106.5 108.6 110.6 111.0 114.1 118.5 1. Lp4 PANEL SPAN "1." (II ) . 4141 9' -Fr 9 , - 8 ' 9' -T 9 - 5" 9 -6 9 , -5 . 9 -4 9' -r 9' -2' 9 , -0 . 8'- 1' 8' -1ct 8' -9 8' -7' 9' - 9" 9• -'3 9• -3 9• -r 9'- 6 9 , -5 . 9'- 9'-3 9' 2 9 -Cr 8' -11" e' -T 3 1/t 3 1/r 3 1/2' 3 1/t 3 1/r 3 1/r 3 1/r 3 1/t 3 1/2' 3 1/Y 2 1/r 2 , / r 2 1/2' 2 1/r 2 1/2' 2 1/r 2 1/i 2 1/4' 2 1/4' 2 1/4 .. 2 1/4" 2 1/8" 2 1/6 2 1/8" 2 1/fr 2 1/8' 2 1/8' 2 1/8' 2 1/6 2' r t 10411404 SEPARATION '5' 10 GLASS (in.) 2 1/ r + USE TAPCON ANCHORS. ZAMAC NAILIN & RA'.VL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATEP. THAN 75.3 p.9. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 " EDGE DISTANCE. FOR E. D. LESS THAN 3 REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAM. CAIY -IN ANCHORS IS 2 1/2 "). ACTUAL E. D.- EDGE DISTANCE 2 1/2" 2' FACTOR .75 .50 TAPCON OR RAWL CALK-IN ZAMAC NAIUN TAPCON OR RAWL CALK -IN UP TO 75.3 1,11. > 75.3 p•s.t. TO 226.3 p.s.r. ANCHOR LEGENDS WAY IIIUIJ DESIGN LC.40 •• wxuvu PANEL SPAN 'L" (11 uiNUU14 SEPNL4nOrI TO GLASS (in.) TABLE 1: MINIMUM SEPARATION "5 BETWEEN CLASS AND SHUTIIR FOR A GIVEN SHUTTER SPAN "L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" AT BOTTOM D OF O S HUTTER. N SEPARATION 3 5 TO BE MEASURED SI-IALL ON SECTION D, SHEET 4 OF 9. SHUTTER SPAN 'L (ft.) MINIMUM SEPARATION "5 (in.) 2 1/2" 3 1/2" LESS OR EQUAL THAN 9' - 0" > 9 -0" TO 10' -O > 10' -0' 10 12' -0" 4" FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - U ELEVATION OF BUILDING. SEE TA8 U1J A E O O W ED FOR MINIMUM SEPARATION E HAN ON SCHEDULE. FOR SPANS SHORTER T THE A FOR SHUTTERS INSTALLED ABOVE 30' -0 ELEVATION Of BUILDING, MEASURED AT BOTTOM OF SHUI1tR, IILIECO ,Nc. T1LUT T11T1N0 ! U tIARW 0014PANY 4 M.V. }PA. 1r. II/, M.•D O00d, U:PKA 5.11N ..• r1.• , 0 W M }471 -11.10 . f. t PCO3 1 Y4ALT A. TOUT Jr.. P. E. r• I r. 4 44,t1 PRODUCT RENEWED ACCEPTANCE No. ' $ - EXPIRATION DATE 01- 01 By J4. PROD CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPF,O` /ED AS COMPLYING WITII TIIr SOUTH FLORIDA BUILDING CODE DATE f) .E 2 J.- 19, 1L =• BY )1.C - . l PRODUCT C0N ROL DIV!S,OI BUILDING. CORE COMPLIANCE OFFICE ACCEPTANCE N0?/3 01 DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. 1 19) 8900 N.W. 119 STREET 1-41 GAP FLDR10A 33018 SKY. PO IOC V'•l ►071 i . I As S}G 4 SC All 2116/96 OAtt 9B - 14 ORArf 49 No 14E1 9 0( • N .325" 1/4" MAX O WINGNUT SCALE : HALF SIZE 08 /05 /99 12:27 W O = . Q ff H• rZ Z LI w 0 N J — _ J d' ww 0 Z Z Z < cc as o M 4 < 0 E U 1— h N C CC w 0 w w ` > N 5.00" 1.50" 1 fi • PRODUCT MARKING LOCATION -/ 469" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 1 5 0" "F" TRACK X SCALE : HALF SIZE 0 12.5O COVERAGE 14,50" O STORM PANEL SCALE : 3" = V -0" rn SECTION 6 -1/4" (TYP) 11 00" STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) Pm— BOTTOM MOUNT OO OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 1) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (l 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" 0.C. USE 1 "x1 "x16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYPI EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 5.00" 3.500" fi PRODUCT MARKING (OPTIONAL LOCATION) k 00 "1 /?TIONAL LEG DIRECTION 16 GAGE GALV. STEEL GRADE 50 TOP MOUNT (X )G Q PLAN VIEW 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED, SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3, AND PLAN VIEW b NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW b NOTE 81 OVERLAP FASTENERS TYP. (SEE NOTE a 81 P 6 GAGE GALV. STEEL NGLE CLOSURE PIECE: 1" x 2" MIN. TO 2' x S" MAX. FASTENER cm 12" 0.C. FOR (DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO B" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 o f OPTIONAL LEG I DIRECTION o C 1.75 11 SOFFIT CHANNEL SCALE : HALF SIZE 17 5 . 1 1.00" L. GAGE GALV. STEEL 5 00" MAX. CLOSURE SCALE : 3" = V -0" w _ j Z D Z Uw NJ w W O Z Z 2 4 G: O.& 0 EX J ¢ Q Q p E co - I.- O W _ > N 1/4" MAX. 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS L03 12 -1/2" 0 C. ITYP) 1 \\ 1/4" MAX. I 2.000" s c�Lr 062 r- c . 050 .250•• 1.987" "h" HEADER SCALE : 3" = 1' -0" GALV. STEEL GRADE 50 OR ALUM t = MIN.. KEYHOLE WASHER SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTIONS► EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING PLAN VIEW SCALE: 1 -1/2" = 1' -0" N N TOP MOUNT 00 OR DIRECT MOUNT O "U" HEADER SCALE • 3" = 1' -0" e 0.- o GA. 14 STEEL TUBE SCALE : 3" = V -0" ,/�1" x 1" TUBE, MAY BE USED WHERE REDUCED -+f. SEPARATION FROM GLASS -- — '5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHUT 3. AND PLAN VIEW b NOTE B SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW b NOTE 8) BOTTOM MOUNT 6 -1/4" (TYP) _ 00 OR DIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP 8, BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (nl 6 -1/4" 0 C. OR DIRECT MOUNTS • WITH ANCHORS (a 6 -1/ O C. 12 14 GAGE GALV, STEEL ANGLE CLOSURE PIECE 5a — 71 77 USE 1" x 1" x 16 GA STEEL 1 -3/4" OVERLAP MIN. TUBE WHERE APPLICABLE SEE NOTE 8 b TYPICAL ELEVATIONS ITYP ) 6063 -T6 ALUMINUM ANGLE SCALE : 3" = 1' -0•' 16 GAGE GALV. STEEL 2 ". 3 ", 4" OR 5" O 5 ANGLE 7 SCALE 3.. _ -0.. O MIN. FASTENER (a3 12" 0 C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0 C. FOR OESIGN LOADS GREATER THAN 100 PSF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 1 , ANGLE 1 - 093" TYP. 1/4" S.S. STUD N Cd, 6 -1/4" 0 C. 1 SCALE 3" = 1' -0" 093' TYP. SCALE : 3" = 1' -0" 150 " STUDDED ANGLE GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOS 1994 EDITION FOR MIAMI -DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS W ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY. 0.060" THICK, WITH A MW. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U 0.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. FLORIDA STORM PANELS, INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K5). 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C AT MIDSPAN TO AV x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION ®OR 1�1. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12- 1/2'O.C.), AT MIOSPAN W/ I/4 -20 x 1" MACHINE BOLTS WITH DlE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS® OR ©I. FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS b TUBE ARE NOT REQUIRED. 9. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTCI TEST REPORTS No. 95 -036 ANO No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED ". APPPOVED AS COMPLYING WITH THE SC TH1 LORID B LD; " {G CODE DnIF �.. 110 PROCUCT CO sot C.rv.s BUILD :NG COO': COMP1 A` <CE OFFICE PCCEFTANCE NO U Z 0 F LL S Cn w� cc 1 3 F.O w0 0 • 2 LL 0sl_ Q ZI j = w I 2 ul O oI 2 . 1 , 3. i t W NJ v 7 v LII WOI w °I$ 3� w 3 < w LL O U 0 1 T V.J. KNE /' H PPOFESSIC AL " GINEER! I F L Lic -n -e No PE .0 0983 sca AS N0TE0 (desl9n by l VJK co as 0 0 6. 0 r- I 199 drawn by MC !cnecked by VJx drawing no 99 -230 j sheet 1 or 4 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 4 . 14475 N.W. 26th Avenue Opa Loc FL 33054 Acceptance No.:99- 0726.01 Expires:08 /26/2002 Approved: 08 /26/1999 1 of3 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: 0.060" Aluminum Storm Pagel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. - The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. .rancisco i LT4A Q uintana, R.A. Director Miami -Dade County Building Code Compliance Ofli( Internet mail address: postmasters buildingcodeoiiline.com (ST Ilomepage: http : / /www.huildingcodconline.com Florida Storm Panels, Inc. ACCEPTANCE No. : 99- 0726.01 AUG 2 6 1999 AUG 2 6 2002 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated July 19, 1999, last revision #2 dated August 5, 1999, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the propose(' installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. APPROVED EXPIRES Ilelmy A. makar, P.E. - Product Control Examinee Product Control Division 2 of 3 Florida Storm Panels, Inc. ACCEPTANCE No. : 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 of 3 99- 0726.01 AUG 2 6 1999 APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS AUG 2 6 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th( following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in tilt specific conditions of this Acceptance. 3. Renewals of Acceptatce will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this produc and the product is not in compliance with the code changes. b. The product k no longer the same product (identical) as the one originally approved. c If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initial') submitted; is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othe purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall Ix provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal o Acceptance. my akar, P.E. - Product Control ltrol Examiner Product Control Division SEE MIN. Ada SEPARATIO �����. FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 08 /05/99 12:37 ANGLE TO WALL DETAIL 1" x 4" x .125" OR 2 "x4 "x.125" AL. TUBE OR 2" x 6" P.T. W000 w/ 1 /4 "co LAG SCREWS @ 12" 0 C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 2. A u 0 4a �u. EMBED (TYP O N T. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING A 0 WALL MOUNT SECTION SCALE : 3" = V -0" 0 1111111j/ --- AUN\MAMM • Z J J w z 4 a X 4 E CONT M14 S.M S. Cal 10" 0 C. 2- 1 /4 "m x 4 -1/2" S S. LAG SCREW Cal 24" 0 C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS Q OR Q THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. © WALL MOUNT SECTION (BOTTOM) © SCALE 3" = 1' -0" PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT $ WINGNUT Cal 6 -1/4" 0 C. 1/4" MAX. 1/4 -20 MACHINE BOLT b WINGNUT Cal 6 -1/4" 0 C. SEE MIN. L SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR 000R °CONT. m B O CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" EXISTING WOOD, CONC. OR. HOLLOW BLOCK STRUCTURE —, (TYP ) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE3' EMBED (TYP I SCALE 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING 1/4 -20 MACHINE BOLT b WINGNUT Cd 6 -1 /4" 0 C. /--- EXISTING CONCRETE / HOLLOW BLOCK OR EDGE DIST/ WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE3' REMOVABLE FASTENER @ 6 -1/ 0 C. MAX., SUT 00 NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION' TYPE 1' . USE 1/4 -20 STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 1/4" MAX. S a z w J J 2 4 X 4 E 1/4 "0 ELCO MALE WITH WASHERED WINGNUT @ 6 - 0 C. MAX . BUT DO NOT EXCEED REFERENCESCONNECT SEE AT SCHEDULE 1 • O WALL MOUNT SECTION E (DIRECT MOUNT) EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING — EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EMBED GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE'' GLASS OR DOOR • SEE MIN. SEPARATION FROM OLAS`t SCHEDULE (TABLE 2) fir OR1 "x4 "x. j I� AL. TUBE (OPTIONAL) SCALE : 3" 0 OPTIONAL LEG DIRECTION NOTE : USE OF THIS DETAIL IS LIMITED TO -!-72 PSF. O SOFFIT MOUNT DETAIL SCALE 3" = 1' -0" FASTENER, SEE ANCHOR r SCHEDULE, REFERENCE CONNECTION 'TYPE'' 1/4 -20 MACHINE BOLT b WINGNUT p 12" O.C. TYP. TOP b BOTTOM 02 OR 3O — r - 1t1/2" LOCATE "W' HEADER LEG FLUSH WITH CHANNEL BOTTOM t FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION ' TYPE 1' 1/4 -20 MACHINE BOLT 1/4" MAX. O b WINGNUT Cal 6 -1/4" 0.C. NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF BUILD -OUT MOUNT SECTION THREE 1/ 4"qb WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN. EMBEDMENT )TYP. AT EACH JOIST, TRUSS OR RAFTER CB 24" 0.C. MAX .I 2 x WOOD JOIST, TRUSS OR RAFTER #12 SMS BETWEEN TRUSSES plc) 0 C. MAX. 1/4" MAX. w w S 0 z J w z 4 0. X 4 E APPROVED AS CO14PtYING '1 1TH 171E SOUTH LORIDA B ILDING CODE DATE ' , • 19 BY hr.x. PRO^UCT CONT DIV S ON BUILDING CODE CO•' ?1 ANCE OFFfCE ACCErTAPtCE NO. _ • ni 3 U LL U s • La z • Y 0 J u)- • W y . L a.; L§ z y =w A $ y W�> N y z m W O w Y D C7 z w 1- a U 0 LII U N z CO CO 0 i U 8 Tla Y( oi� I1 amonimmwsimas V.J. KNE2 H PROFESSION GINEER FL Lic PP e No: 0983 date 07/19/991 r _ scale AS NOTEDll (design by '(checked 6 VJK I` V JKJ drawn by MC draw,nq no. 99 -230 sheet 2 of 4 08/05/99 12:32 1/2 ALT. LEG DIRECTION (TYPI GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE (TABLE 2) 07 CONT EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 0 BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE I' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK 0 0 r eliC M E N EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 • Sa CO 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. 1 101\ 1\' EMBED ( TYP) EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE, REFERENCE W000 FRAMING CONNECTION 'TYPE 1' 1 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT & NUT p 12" 0 C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT L 6 -1/4" 0 C 1/2 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING - FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 1' SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 2 z J ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 1' O ALT. "P' TRACK CONNECTION J TO NEW STRUCTURE DETAIL V- w 0 0 W "P' TRACK CONNECTION TO` EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1' 01 - 1 - ww0 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3 - = 1 ,_ 0 " 1/4 - 20 MACHINE BOLT b WiNGNUT (al 6 - 1/4" 0.C. 1/4 -20 MACHINE BOLT b WiNGNUT @ 6 - 1/4" O.C. IN S /8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 3/4" 1/4" SCALE N.T.S. OPTIONAL HANOLE LOCATION 8 " x3 "x 1/4"x 1' -1 ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 "m POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. L 3" 0.C. OR 1/ 4 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Ca 3" 0.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS INTERIOR FASTENING FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO x"72 PSF AND A MAX.. PANEL LENGTH OF 11' -Or. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" 2" x 2" x .125" MIN. CONT. 3105 -1 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2" x 1 -1/2" AL.STUO ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS L MIDPOINT OF PANEL SPAN CR 51" 0 C. MAX ITYPI O ALT. CORNER DETAIL L SCALE 3" = t' -0" APPROVED AS COMPLYING WITH TH SCUTH FLORID) BU! DING CODE DAT" 4 Lk. sT i n r PRO.;UCT CC ATROL DIVISION BU : :D :NG CODE COMPLIANCE U;r.L.E 1 ACCEPTANCE NO, l l-0 )1,(5-0( Zz _ •N cr) U w N N U ii z O z l m : Y ' . m N l 0 CESSIMMITHIMINIED 7 N l C7 z n i w a zZI Q � a .7t'2 o cf d cc cc A pa 2 y i • aW e z 7 N = Sw Uo —z > : wJ N w w z Z D . I a ma C 0 >I a 2) FL Lic PE LL 7 3 0 3 / dat• cal AS NOTED design by v;K ; U U z U) 2 'Oz < ' —� J � r N w _J§1 O W zoo z 029 O Q - v�(00 LL O 0 -C Q alseatearmov® V.J. KNEZ ; H PROFESSIONAIC =. GWEER e No 0933 A G 05 1999 07/19/99 [drawn Dy MC cneCked Dy VP( drawing no 99 -230 sheet 3 of 4 SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX PANEL LENGTH MAX. PANEL LENGTH MAX PANEL SSOCIATE MIN. SEPARATION FROM GLASS SCHEDULE MINIMUM SEPARATION MINIMUM SEPARATION FOR INSTALLATIONS FOR INSTALLATIONS 30' OR LESS ABOVE GREATER THAN 30' GRADE ABOVE GRADE POSITIVE (INCHES) (INCHES) DESIGN ACTUAL SHUTTER LOAD(W) SPAN (L) SYSTEMS 1 & 2 (FT - IN) (PSF) MIDSPAN MIDSPAN TUBE BOLTS ALL CONDITIONS • N 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 40.0 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 50.0 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1-3/4. 8 -5" 2 -3/8 3 2 -3/8 3' -0" 2-1/4. 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 60.0 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 ' 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 3' -0" 2 -1/4 3 1 -5/8 4' -0" ' 2 -1/4 3 1 -1/4 5 -0" 2 -1/4 3 1 -3/8 70.0 6' -0•' 2-1/4. 3 1 -5/8 7' -0" 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 08/05/99 12:32 1/2 ALT. LEG DIRECTION (TYPI GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE (TABLE 2) 07 CONT EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 0 BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE I' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK 0 0 r eliC M E N EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1 • Sa CO 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. 1 101\ 1\' EMBED ( TYP) EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE, REFERENCE W000 FRAMING CONNECTION 'TYPE 1' 1 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT & NUT p 12" 0 C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT L 6 -1/4" 0 C 1/2 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING - FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 1' SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 2 z J ALUM. OR GALV. STEEL SPACERS AS REQ'D FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 1' O ALT. "P' TRACK CONNECTION J TO NEW STRUCTURE DETAIL V- w 0 0 W "P' TRACK CONNECTION TO` EXISTING STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' TYPE 1' 01 - 1 - ww0 SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3 - = 1 ,_ 0 " 1/4 - 20 MACHINE BOLT b WiNGNUT (al 6 - 1/4" 0.C. 1/4 -20 MACHINE BOLT b WiNGNUT @ 6 - 1/4" O.C. IN S /8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 3/4" 1/4" SCALE N.T.S. OPTIONAL HANOLE LOCATION 8 " x3 "x 1/4"x 1' -1 ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 "m POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. L 3" 0.C. OR 1/ 4 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Ca 3" 0.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS INTERIOR FASTENING FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO x"72 PSF AND A MAX.. PANEL LENGTH OF 11' -Or. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2" = 1' -0" 2" x 2" x .125" MIN. CONT. 3105 -1 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2" x 1 -1/2" AL.STUO ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS L MIDPOINT OF PANEL SPAN CR 51" 0 C. MAX ITYPI O ALT. CORNER DETAIL L SCALE 3" = t' -0" APPROVED AS COMPLYING WITH TH SCUTH FLORID) BU! DING CODE DAT" 4 Lk. sT i n r PRO.;UCT CC ATROL DIVISION BU : :D :NG CODE COMPLIANCE U;r.L.E 1 ACCEPTANCE NO, l l-0 )1,(5-0( Zz _ •N cr) U w N N U ii z O z l m : Y ' . m N l 0 CESSIMMITHIMINIED 7 N l C7 z n i w a zZI Q � a .7t'2 o cf d cc cc A pa 2 y i • aW e z 7 N = Sw Uo —z > : wJ N w w z Z D . I a ma C 0 >I a 2) FL Lic PE LL 7 3 0 3 / dat• cal AS NOTED design by v;K ; U U z U) 2 'Oz < ' —� J � r N w _J§1 O W zoo z 029 O Q - v�(00 LL O 0 -C Q alseatearmov® V.J. KNEZ ; H PROFESSIONAIC =. GWEER e No 0933 A G 05 1999 07/19/99 [drawn Dy MC cneCked Dy VP( drawing no 99 -230 sheet 3 of 4 SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX PANEL LENGTH MAX. PANEL LENGTH MAX PANEL SSOCIATE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS SPANS UP TO 5 -3' (SEE NOTE 1) CONNECTION TYPE 1 2 3 12.5 12.5 12.5 12.5 12 5 11 12.5 11 9 12.5 6 7 12.5 4 5 w C7 CC Z _ H F U 6 1- cn ANCHOR TYPE m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1/4••0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 10 6.25625625 6.256.25625 6 25 6 25 6 25 6.25 4 6 625 3 5 12 5 12.5 7 12 7 5 10 4 4 8 3 6.25 3 12.5 12.5 11 125 12 9 12.5 7 7 12.5 4 6 10 4 4 4 4 6 3 mom mmaaMwww > * 1111MINM 11'S 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT * ez0 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 > 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 11\111IP 1 11111111111M O. !1]1111111111111\11) . 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT LOAD (W) PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 62 72 230 MIN. 2" EDGE DISTANCE SPANS UP TO 3' -7' (SEE NOTE 1) CONNECTION TYPE 1 2 3 125 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12 5 11 12.5 4 5 12.5 12.5 12,5 11 12.5 12.5 12.5 12.5 1 0 1 25 t 25 t 12 12.5 12.5 12.5 12.5 12.5 6 3 7 11 625 625 6 25 6.25 6 25 12.5 12 5 12.5 11 625 12 5 12.5 12.5 125 10 12.5 12.5 12.5 12.5 2 2 25 6 625 6 12 5 12 i t2 5 t25 6 12.5 12 12.5 12.5 12.5 12.5 10 12.5 5 I/. p i 12.5 12.5 11 9 4 12.5 12.5 12.5 12.5 7 6.25 6.25 6.25 6 25 5 10 8 7 5 3 12 5 12.5 11 9 4 12.5 12.5 11 12.5 12 9 12.5 7 7 12.5 4 6 10 j 4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 125 9 9 12.5 6 7 12.5 11 12 5 10 12.5 9 12.5 6 10 7 11 3 7 10 6 9 5 9 9 /: 4 9 4 9 6.25 6.25 6.25 6.25 6.25 6.25 6.25 625 625 625 6.25 625 6.25 625 6.25 6.25 6.25 6 25 5 6 6.25 625625625625 3 5 625 5.25 4 5 25 4 6.25 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 1 2 12.5 10 125 6 12.5 125 12.5 3 9 7 6 5 5 12.5 12 10 10 10 7 5 4 4 4 12.5 12.5 12.5 125 12.5 10 8 7 7 7 6.25 625 625 6.25 6 25 9 7 6.25 625 625 125 12 10 10 10 6.25 6 5 5 5 4 3 3 3 3 7 5 4 4 4 6 4 4 4 4 6 5 4 4 4 MIN. 3" EDGE DISTANCE SPANS UP TO 3 -7' (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 125 12.5 2 3 12.5 12.5 12.5 12 5 12.5 12.5 12 5 12.5 5 9 125 12.5 12,5 12.5 1 12.5 12.5 12.5 12.5 12.5 12.5 11 10 3 5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 12.5 7 11 6 10 6.25 6 25 6.25 6.25 6 25 6.25 6.25 6.25 3 625 12.5 12 5 12.5 12 12 5 10 8 8 125 125 12.5 12.5 11 10 3 5 SPANS UP TO S'-3" (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 12.5 12.5 2 3 12.5 12.5 12 5 12.5 12.5 12.5 8 12 5 9 12.5 12.5 12.5 12 5 1 0 12 5 12 8 4 3 12.5 10 9 7 5 12.5 12.5 12.5 125 12.5 12 5 12.5 12 5 12.5 12.5 12.5 11 12.5 7 11 12.5 10 7 12.5 125 12.5 12.5 10 7 5 12.5 10 9 7 5 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 12 5 12.5 2 12.5 7 5 5 5 3 12.5 11 9 9 9 12.5 6 12 4 10 3 10 3 10 3 8 6 5 5 5 12.5 12.5 12.5 12 5 12 5 12.5 11 11 11 25 6.25 6 25 6.25 6 25 6.25 6.25 625 6.25E6 25 6 25 6.25 ©6.25 6 25 6 25 3 6 25 '2 12.5 12 5 11 12 12.5 El 8 t25 t2 7 � 4 12 12 12 12 12 5 D 125 125 125 125 125 ® 12.5 12.5 7 9 12.5 12.5 12.5 12.5 1 12 5 7 12 5 12.5 12.5 12 5 10 11 6.25 12.5 12 11 12 5 8 11 6 11 3 6 11 3 6 11 3 6 6 25 6 25 6.25 6.25 6.25 6.25 5 25 5 6.25 6.25625625625625625 3 6 6 25 6 25 6 25©6256254 5 6256.256.256.25© 6 6.251 5 625 5 6251 5 6.251 5 12 12 62 5 25 • 6.25 6 .25 E 6.25 6.25 ©6 25 6.25 ©6.25 6 25 3 6 25 12 5 7 9 5 8 i 4 7 12 p 6 10 © 5 10 © 5 10 3 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS 0 O O LOAD (W) PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 ANCHOR TYPE 1/4"0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 5/16 "0 0 0. BRASS WC00 BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) W/ 1" MIN. EMBEDMENT MIN. 314' EDGE DISTANCE SPANS LIP TO 3 -7 (SEE NOTE 1) CONNECTION TYPE 11 11 11 11 11 6.25 6.25 6,25 625 6.25 6.25 625 6.25 6.25 2 3 11 11 11 11 6 11 11 11 9 4 6.25 6.25 6.25 6.25 4 11 11 11 11 11 6.25 6.25 6.25 625 625 SPANS UP TO 5' - 3'• (SEE NOTE 1) CONNECTION TYPE 2 11 11 11 9 6 625 6.25 6 3 3 11 9 7 6 4 6 25 6.25 6 5 4 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 2 11 8 6 6 6 5 3 11 11 11 11 11 6.25 6.25 625 6.25 6.25 3 7 5 4 4 4 6 4 4 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. - 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.0 N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE I9 3Y PRODUCT C ROL DIVS:ON BUILDING CODE C0MPLUANcE OFFICE ACCEPTANCE NO t t -0y1 •o) zz frialMipinaliange V.J. KNEZEV PROFESSIONAL FL Lice PE 0 sca (drawn Dy AS NOTED )I nC (design by ‘[checked by l VJK ViK drawing no 99 -230 sheet 4 of 4 08 /05 /99 12: 33 COPYRIGHT 0 1998 KNEZEVICH 8 ASSOCIATES. INC. MIN. 3,000 P.S.I. CONCRETE HOLLOW CONCRETE BLOCK STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS p 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (a 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS pn 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS p 6 -1/4" O.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) • 40.0 8 -5 8 -5 50.0 8 -5 8 -5 ' 60.0 , 8 -4 8 -4 " 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 -10 6 -10 100.0 6 -2 6 -6 110.0 5 -7 ' 6 -2 120.0 5 -2 , 5 -11 130 4 -9 5 -8 140.0 4 -5 5 -6 15.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 -7 4 -11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS SPANS UP TO 5 -3' (SEE NOTE 1) CONNECTION TYPE 1 2 3 12.5 12.5 12.5 12.5 12 5 11 12.5 11 9 12.5 6 7 12.5 4 5 w C7 CC Z _ H F U 6 1- cn ANCHOR TYPE m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1/4••0 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 10 6.25625625 6.256.25625 6 25 6 25 6 25 6.25 4 6 625 3 5 12 5 12.5 7 12 7 5 10 4 4 8 3 6.25 3 12.5 12.5 11 125 12 9 12.5 7 7 12.5 4 6 10 4 4 4 4 6 3 mom mmaaMwww > * 1111MINM 11'S 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT * ez0 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 > 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 11\111IP 1 11111111111M O. !1]1111111111111\11) . 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT LOAD (W) PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 62 72 230 MIN. 2" EDGE DISTANCE SPANS UP TO 3' -7' (SEE NOTE 1) CONNECTION TYPE 1 2 3 125 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12 5 11 12.5 4 5 12.5 12.5 12,5 11 12.5 12.5 12.5 12.5 1 0 1 25 t 25 t 12 12.5 12.5 12.5 12.5 12.5 6 3 7 11 625 625 6 25 6.25 6 25 12.5 12 5 12.5 11 625 12 5 12.5 12.5 125 10 12.5 12.5 12.5 12.5 2 2 25 6 625 6 12 5 12 i t2 5 t25 6 12.5 12 12.5 12.5 12.5 12.5 10 12.5 5 I/. p i 12.5 12.5 11 9 4 12.5 12.5 12.5 12.5 7 6.25 6.25 6.25 6 25 5 10 8 7 5 3 12 5 12.5 11 9 4 12.5 12.5 11 12.5 12 9 12.5 7 7 12.5 4 6 10 j 4 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 125 9 9 12.5 6 7 12.5 11 12 5 10 12.5 9 12.5 6 10 7 11 3 7 10 6 9 5 9 9 /: 4 9 4 9 6.25 6.25 6.25 6.25 6.25 6.25 6.25 625 625 625 6.25 625 6.25 625 6.25 6.25 6.25 6 25 5 6 6.25 625625625625 3 5 625 5.25 4 5 25 4 6.25 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 1 2 12.5 10 125 6 12.5 125 12.5 3 9 7 6 5 5 12.5 12 10 10 10 7 5 4 4 4 12.5 12.5 12.5 125 12.5 10 8 7 7 7 6.25 625 625 6.25 6 25 9 7 6.25 625 625 125 12 10 10 10 6.25 6 5 5 5 4 3 3 3 3 7 5 4 4 4 6 4 4 4 4 6 5 4 4 4 MIN. 3" EDGE DISTANCE SPANS UP TO 3 -7' (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 125 12.5 2 3 12.5 12.5 12.5 12 5 12.5 12.5 12 5 12.5 5 9 125 12.5 12,5 12.5 1 12.5 12.5 12.5 12.5 12.5 12.5 11 10 3 5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 12.5 7 11 6 10 6.25 6 25 6.25 6.25 6 25 6.25 6.25 6.25 3 625 12.5 12 5 12.5 12 12 5 10 8 8 125 125 12.5 12.5 11 10 3 5 SPANS UP TO S'-3" (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 12.5 12.5 2 3 12.5 12.5 12 5 12.5 12.5 12.5 8 12 5 9 12.5 12.5 12.5 12 5 1 0 12 5 12 8 4 3 12.5 10 9 7 5 12.5 12.5 12.5 125 12.5 12 5 12.5 12 5 12.5 12.5 12.5 11 12.5 7 11 12.5 10 7 12.5 125 12.5 12.5 10 7 5 12.5 10 9 7 5 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 12.5 12.5 12.5 12 5 12.5 2 12.5 7 5 5 5 3 12.5 11 9 9 9 12.5 6 12 4 10 3 10 3 10 3 8 6 5 5 5 12.5 12.5 12.5 12 5 12 5 12.5 11 11 11 25 6.25 6 25 6.25 6 25 6.25 6.25 625 6.25E6 25 6 25 6.25 ©6.25 6 25 6 25 3 6 25 '2 12.5 12 5 11 12 12.5 El 8 t25 t2 7 � 4 12 12 12 12 12 5 D 125 125 125 125 125 ® 12.5 12.5 7 9 12.5 12.5 12.5 12.5 1 12 5 7 12 5 12.5 12.5 12 5 10 11 6.25 12.5 12 11 12 5 8 11 6 11 3 6 11 3 6 11 3 6 6 25 6 25 6.25 6.25 6.25 6.25 5 25 5 6.25 6.25625625625625625 3 6 6 25 6 25 6 25©6256254 5 6256.256.256.25© 6 6.251 5 625 5 6251 5 6.251 5 12 12 62 5 25 • 6.25 6 .25 E 6.25 6.25 ©6 25 6.25 ©6.25 6 25 3 6 25 12 5 7 9 5 8 i 4 7 12 p 6 10 © 5 10 © 5 10 3 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS 0 O O LOAD (W) PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 ANCHOR TYPE 1/4"0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 5/16 "0 0 0. BRASS WC00 BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) W/ 1" MIN. EMBEDMENT MIN. 314' EDGE DISTANCE SPANS LIP TO 3 -7 (SEE NOTE 1) CONNECTION TYPE 11 11 11 11 11 6.25 6.25 6,25 625 6.25 6.25 625 6.25 6.25 2 3 11 11 11 11 6 11 11 11 9 4 6.25 6.25 6.25 6.25 4 11 11 11 11 11 6.25 6.25 6.25 625 625 SPANS UP TO 5' - 3'• (SEE NOTE 1) CONNECTION TYPE 2 11 11 11 9 6 625 6.25 6 3 3 11 9 7 6 4 6 25 6.25 6 5 4 SPANS UP TO 8' -5' (SEE NOTE 1) CONNECTION TYPE 2 11 8 6 6 6 5 3 11 11 11 11 11 6.25 6.25 625 6.25 6.25 3 7 5 4 4 4 6 4 4 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. - 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.0 N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE I9 3Y PRODUCT C ROL DIVS:ON BUILDING CODE C0MPLUANcE OFFICE ACCEPTANCE NO t t -0y1 •o) zz frialMipinaliange V.J. KNEZEV PROFESSIONAL FL Lice PE 0 sca (drawn Dy AS NOTED )I nC (design by ‘[checked by l VJK ViK drawing no 99 -230 sheet 4 of 4 08 /05 /99 12: 33 COPYRIGHT 0 1998 KNEZEVICH 8 ASSOCIATES. INC. MIN. 3,000 P.S.I. CONCRETE HOLLOW CONCRETE BLOCK 1' I :89 -701-1 LOCATION SKETCH 1 SCALE 'I . ! OO LEGAL No. 1,according Dade County,Florida. Kl•E. . 9-1" S-r_ • • .r b1 ) 4 i N V" J. ) N r. rry es 901 I• I 3o I 10 Q y I,,, 5o' a 9 8 7 ' ' - .30 : . S -' 4 a SO' l 1 1 _ Z IZ N Is' rSfj P ��I O IF ►c3 1<j 20 N 21 � . ft 14 a 13o' ,4 1 4 S` O ' v I' DESCRIPTION:Lots to the Plat - 1. ' mo t. E . C T" r 15,16 and 17,Block 30,AN AMENDED PLAT OF MIAMI SHORES SECTIO thereof as recorded in Plat Book 10,Pap,.e 70 of the Puhlic Records of GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MAOE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGVD' DATUM. 4 LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FLOOD ZONE > . FOR :Moises Bichachi • DATE :March 03,1989 APFLICAIL( ZONING, UNOERGROUNO. ZONING ANO SUILOING SILT SACKS MUST t SY OWNA, ARCHITECT OR SUILOEA •EIOAS OESIGN oR CONSTRUCTION S(GINI ON T / E HIS IROItATY. • 1 HEREBY CERTIFY: That the attached Plan of Surrey of the abort described property is tale and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not abdvtyround enuoechments other than those shown. This survey meets the minimum technical standards set forth by the Florida - Board of Land Surveyors pursuant to Chapter 472.027 Florid/ Statutes. CONSULTING ENGINEERS - - �e 147 ALHAMBRA CIRCLE No. 234 CORAL OABLES. FLORIDA L NAL D. AlONSO PROFESSIONAL LAND SURVEYOR Phones 1306144E-948* TIIIg IS A BOUNDARY AND TOPOGRAPHI(;� No. 3690 S RVEY STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL • • • 1 4 M 0 v PLAN OF SURVEY 5 5. 4 P4v r: - I) <9.6o 30 N. � I : • L9A7) Jr '42' p4vc-1lr o B•m. Vse0. Uoofs Co■Hiy N - (003 FLcsv. 7.70 R ( AIL 4.14O ORASg wASl4 Q. 4 "1' C4RI4Mva.• ■ R H•' • 96" 'It-40 (o"Awe # 4.1* •••0-• \\,/jArr. _ _ - (1,/1 ' •• \v/sr-p. • * ( 2 -- .44 4e-t - _ . TWZdkfErZ - LlUrr _ NO.-err Fir 10 k-\\ A- 10(27. FaM 4 1-4 A 4 x _ tEEUELf:1 ..• • • • • FR_ e/47 - n-hy•A_Ltm 1 I-4 • • • • ••■•,••• .....•••=■••••■•••11.W.......1=11111 P 1 . 115- WMA84 ' t=- -- t 2 E' 4 • 1 ‘ -11Pa 1 lo \\/1 •If 4- e...-eftz 1 L4 -V4. P .-ct_44-10 1 •. Nuzgr:(2. f - Wirr`r G30 LV. 4U4J t:7 ti21'4-, N.11 c=?P r i411 rZtvt3..› _ V1 . e441:2.4 1---e$11474. • e„.% 144 ■\./ Ft2c74PecA.514. r--24z Arr Vy12cri !1--.-c-- 1 1 WATT> Ic79 , • •' • AI* - c: .=.* 4 G' bf -ry 4 -11 [fl ry' 11 _ 1-Ar G-•- • -I - 1 . -t 1 - r ( • ri 0 • 0 - F9 1t2. • 41111.0rS 1.1 1-, N11.1 ..1'c:24-4-44 . _ 11 .. _fta_• ._ Irle?-4P.. • \VI tv- ___vica., 4 t' • 2 1G' ,::, _te•,, • 214- %/lief - = - t2- -2._ 7ev • • • i9 f e 7 lc - r • 1 • -2. -z. - 1fri<: 7 . e, / 04 ( 1 0 v)) . 2- 272 . - 1 • r 1 11 :-- _ - • 4 1r2_ 10 • VA---_;-4-1-El - 1 11 r: 2.c i 12 11 t:; 11 2 111. _ 12 13.‘ . . 11r 1 - 11 - 1=70644 i;;; .-f? 11 -; --.= ..12 14--, t • , .. 4 APPLIA+4-e-- 11 r- .. . - 7..ti• . . F IV_ IC.■ •-"' 21 • -p•-1.. Lle_44---Fr.t • 1 it r 15-- ii. 14 -- -z-. ..-4-PI I> 1 -- 4- 14- • • • , # 4.1* •••0-• \\,/jArr. _ _ - (1,/1 ' •• \v/sr-p. • * ( 2 -- .44 4e-t - _ . TWZdkfErZ - LlUrr _ NO.-err Fir 10 k-\\ A- 10(27. FaM 4 1-4 A 4 x _ tEEUELf:1 ..• • • • • FR_ e/47 - n-hy•A_Ltm 1 I-4 • • • • ••■•,••• .....•••=■••••■•••11.W.......1=11111 P 1 . 115- WMA84 ' t=- -- t 2 E' 4 • 1 ‘ -11Pa 1 lo \\/1 •If 4- e...-eftz 1 L4 -V4. P .-ct_44-10 1 •. Nuzgr:(2. f - Wirr`r G30 LV. 4U4J t:7 ti21'4-, N.11 c=?P r i411 rZtvt3..› _ V1 . e441:2.4 1---e$11474. • e„.% 144 ■\./ Ft2c74PecA.514. r--24z Arr Vy12cri !1--.-c-- 1 1 WATT> Ic79 , • •' • AI* - c: .=.* 4 G' bf -ry 4 -11 [fl ry' 11 _ 1-Ar G-•- • -I - 1 . -t 1 - r ( • ri 0 • 0 - F9 1t2. • 41111.0rS 1.1 BURGLAR INTRUSION 1 1. All locks on exterior doors shall be capable of resisting a force of 300 lbs. Applied in any movable direction and in accordance with resistance standards set forth in chapter 8 of the Metropolitan Code of Dade County. 2. All single exterior swing doors shall have a lock to be key operated from exterior with a minimum of 6000 possible key changes or locking combinations. If key -in -the -knob is used. There shall be an auxiliary single dead bolt with hardened bolt or inserts. Sliding glass doors shall be provided with sliding door dead bolts, or a bolt or a pin not removable or operable from the exterior, at the jamb, sill, head or meeting mullions. These doors shall be reinforced in the strick and lock area to maintain bolt strength effectiveness if necessary, and such doors shall have no screws removable from outside which facilitate ready entry from outside. Hinges on exterior outswinging doors shall have non - exposed screws and non removable pins. Glass in exterior doors shall comply with the american national standards institutes Z97.1. 6. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position, and so as to comply with the architectural aluminum mfgrs. associ. standard for forced entry resistance, AAMA 1303.3. 7. 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Z 4r1T" ��1 -; 'a - t'-44:_; 1 f a 1- 4. -- r--- -- - -.---- 12e 1A61 Iz l t1� �1c-f -•-11 - *--• fit �-1 dthe 24 2 '- '2 4 L - 1 . .--• Ali 1 - , fir, _ r& Y 2!' 2- -P ;./ : . 2- ##ter,° ... . . � 1 _ \V/ - /x4: - x x ' , ° ►- -tom- 2 'r5 1_ , '("pP 34:71 f �-'f ' l- T' rte[ �`' I oM . 1/? • r 1 J. • : 1 immiiiii If - WIIU 1 (. � ► 1 i TI�1 , � i 111 -4u �� / j (-; ree L j i , ;r, I/ 1 I 1 ti - T11 v ,_.3r" _ 14- -- , - 4- �'. 1-11e4-4-1. (D 4' - -11 III *11 f r I II �f11 \V i�l r fi' t ,c5-1 -1 t • 11! t7;154-1.e..4. Z 4r1T" ��1 -; 'a - t'-44:_; 1 f a 1- 4. 3. 14. . 4" CONCRETE SLAB W /6"x6" #10/10 W.W.F. WELL COMPACTED • CLEAN FILL 4" CONCRETE SLAB W /6"x6" #10/10 W. W. F. . � ‘a WELL COMPACTED CLEAN FILL WELL COMPAC CLEAN FILL •0 z H 4•• • • • • r •' • O , III 11Ii�, DETAIL • • • o , • SCALE:1 -1/2" = 1' -0" Co vl z • b ► 4p. • 4 ��. • 1 #5 BAR CONTINUOUS 4" CONCRETE SLAB W /6 "x6" #10 /10 W.W.F. ON 4 MIL VAPOR BARRIER N TED DETAIL SCALE: 1 -1/2" = l'-0" • 0 • *•0:.. •• • .. . v {• 4" • • O t • �. . • ; • . .. tea. • • . DETAIL SCA 1 -1/ = l :�illl ,.:.._" - -WELL COMPACTED _ , �r1 - CLEAN FILL — 11 100 rfLAT -- 1<---WELL COMPACTED r•h'• - CLEAN FILL 111111 i 4" CONCRETE SLAB W /6 "x6" #10/10 W.W.F. ON 4 MIL VAPOR BARRIER WALL BEYOND 4" CONCRETE SLAB W /6"x6" #10/10 W.W.F. ON 4 MIL VAPOR BARRIER 8" CONCRETE BLOCK WALL BEYOND 8" CONCRETE BLOCK, • . 4 4 • ► . �� I. • \ '. .4 O * . o . Q ► ► . p pi J 4 •♦ p �J I 1.1 01 1 , � ,t;:: E+ el N STRUCTURAL NOTES I 4 1. The soil condition at the site appears adequated to support the design load of 2000 psf. If any other condition is found, Contractor shall notify the Architect before proceeding with the work involved, for possible foundation redesign. 2. Footing shall bear on undisturbed soil. All poured in place concrete shall be 2500 psi at 28 days -no add mixtures permitted, Structural concrete shall be 3000 psi at 28 days. All Structural wood members shall be Douglass fir with a minimum fiber stress of fb 1600 psi, all other wood members to be Southern pine with a•minimum fiber stress of fb 1200 psi, unless otherwise noted. 5. Slump of concrete shall not exceed 5 inches._ 6. Reinforcing shall be full lenght, if splicing can not be avoided, the bars shall be lapped 36 diameters. Splices shall be staggered and located at points of minimum stress. 7. Reinforcing shall be clean, new billet steel' conforming with ASTM - A -615 Grade 60. Welded wire fabric shall comply with ASTM -A -185. 8. All reinforcing shall have the following minimum .concrete coverage: Slabs poured on ground - ---1 1/2 in. Footings ,: 3 in. Beams and columns 1 0 in. Concrete block; walls to conform to the; standard specifigati.on for hollow load - bearing. concrete masonry unit ASTM G -90, and mortar must • be type " T 1 1117 \' / tli] it 3=11 . \V �� V • �11iJT�ifT� r 4%a -rL -T—rp `_T !e - 3 1 -ie 262 1 -0 (AD- 1 • 3. • -- r CONSTRUCTION NOTES 1. All work to be done in accordance with South Florida Building Code and all regulatory local and governmental codes. 2. Contractor shall verify all dimensions and conditions at job site prior to starting any work - report any discrepancies to Architect, in writing. 3.. Written dimensions shall take precedence over scaled dimensions -do not scale drawings. 4. All wood in contact with masonry or concrete Shall be pressure. treated. 5: All ;finishes, materials, colors, treatments, etc., shall be as selected ' and directed by builder -see builder (for finish hardware specifications see builder). 6. fixtures and trim, electrical fixtures and trim ( U. L. approved, shall be as selected by builder. 7. Kitchen cabinet 3,' ` bar cabinets and counters, vanities And vanity tops shall be as selected by builder. Subcontractor shall provide fully detailed shop drawings to builder for approval prior to any fabrication. 8. Provide system as selected by builder, in locations as directed by builder.for telephone and ITV (pre - wired) outlets as shown on plans. 9. Garage walls and ceiling shall be one hour fire rated and insulated per code. wall table 37 -B, item #72 and ceiling tab1l 37 -C, item ##42 SHOP DRAWINGS 1. Truss manufacturers shall submit shop drawings of design and layout (signed and sealed by a registered engineer) to Building Department for approval prior to fabrication. 2. H.V,A.C. subcontractor shall submit shop drawings of design and layout to Building Department for approval prior to fabrication. All shop drawings shall be submitted to the Architect for design conformance only. Submit a minimum of two copies of each drawing. t � � l � / S.. t - -1 [ 7 \\/ 44 4 ,fir - � r�� -- 'r hei!A4 -11 EG rya —� 1__ t2 1 f _.: 1 L-.J r2.•.1 31IE APPROVED SEPTIC A',414 D /AIl1FIELD!'�f. 1TIV'ERT ELEVATION r�:1,1f rE 1E FF�CTrr: a � E C E T 4 C • i r 2 SEPTIC flu'INF 1LDi �"$ S(�. `r f mIn) GG , 1 �� -±. —r I N'✓1: �1-O'� Of 91v J' - 1 � a THIN _ to13 -No "... 1-iE (3(j`(l'pn,1 o 00„,114;1;;.0) S O * 4- J it I it ••■•••._. G?�,Gi` +� ✓fir . 'r �,�� -ter. - z- -t l I , Ca-E-7-71-4‘.- � y (it:ctudiog past DISTRICTS H. F.H. G. F. ii WyeR Mll 1 5Fed .' rcr c ii h DOVCPr ate' dlstriG O u? ,g11 8 7 6 5 4 3 " 2 53i N 1- (1� .q o co 80 130' d 10 80' 0 z ° 0 II 12 13 SURVEYOR'S NOTES: 0 . 14 0 130' ie PARENT TRACT OWNERSHIP: PARCELS BEING DIVIDED: N.E. 9 7 1 h ST 0 co N.E. 18 19 20 96 fn ST. LOCATION MAP 21 SCALE :I =100' 22 23= LEGAL DESCRIPTIONS ORDER NO. 8683 F.B. 333 PG. 52 -56 PREPARED BY 6 0' 53.92 60' 0 ' L&J " DIVISION LOTS 15, 16 AND 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. PARCEL "A ": LOT 15 AND THE WEST 1/2 OF LOT 16, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SEC— TION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA: PARCEL "B ": THE EAST 1/2 OF LOT 16 AND ALL OF LOT 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1 ", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126th STREET NORTH MIAMI, FLORIDA PHONE: (305) 891 -7340 SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY: THAT THE ATTACHED "DIVISION OF LAND WITHOUT PLAT" IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION. WE FURTHER CERTIFY THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 472 OF THE STATE STATUTES. A. R. TOUSSAINT & ASSOCIATES, INC. BY: 1 ( . HOWARD C. GAMBLE REGISTERED LAND SURVEYOR NO. 1683 STATE OF FLORIDA V. PRES. OF LAND WITHOUT PLAT" ORDER NO. 8683 F.B. 333 PG. 52 DATE: NOVEMBER 26, 1986 SCALE: AS SHOWN A. R. TOUSSAINT a ASSOCIATES, INC. LAND SURVEYORS 620 N .E . 126 ST. NORTH MIAMI, FL. LT. POLE 75.00' (50') P A R C E L E 9.5' ASPHALT PVM IS0.Qo' SET I.P. 0' ) ALLEY PitVAG.EL SET I.P. (50') 75.00' r or SW)(. _ SWALE -- - 'CVO. POST— 0.48'ENC. CONC. FT. ENC. 0.96' 15 FO. I.P in N.E. DATE= NOVEMBER 26,198@ SCALE= AS SHOWN 96 ST. SKETCH OF SURVEY SCALE : I" = 20" FO. LP 0.5' CURB FO.1.P. SCONC: SLAB i2 CL. W.M. WD.POST ENC. 0.26' W0. POST ENC. 0.05' CONC. Fr. 0.07' ENC. AREA 1 Joe :89- 7014 -1 LOCATION- %ETCH SCALE '1 "a bad . 1 1• E. • _, Z vs - , 1 • �i Q1 - ) �Or • a ■ 0 v 5o '. 1 . P. s o y � ^ V t 8 T Ca la I- `!9 4 - 3 1 NCO.. ___. - -, 12 :, M -1 _ = 1 • ., !' r i5I'� rt to 1 9! Zo : 21 L. 1 r ', - „ „ sot � t 75.o� . NI. E ( ST LEGAL DESCRIPTION:Lot 15 and the West 3 of Lot 16,Block 30,AN AMENDED PLAT OF MIAI'MI SIIORES SECTION No. l,according to the Plat thereof as recorded in Plat Book 10,Page 70 of the Public Records of Dade CountV,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO;OPINION OF TITLE. 21 EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (122) DENOTES THOSE ELEVATIONS REFERRED TO NI DATUM. 41 LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FL000 ZONE X . FOR DATE :June 09,1989 APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS , MUST SE CHECKED •Y OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION $[GINS ON THIS PROPERTY. 1 ■ 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true ::- and correct to the best of my knowledge, information and belief, as recently surveyed and platted under my direction, also that there are not aboveground encroachments other than those shown. This survey meets the minimum technical standards'I., forth by the Florida - Board of Land Surveyors pursuant to Chapter 472.027 Florida Statut CONSULTING ENGINEERS 147 ALHAMBRA CIRCLE No. 230 ' A d ALONSO CORAL GABLES, FLORIDA PROFESSIONAL LAND SURVEYOR Phone: 13061 THIS IS A BOUNDARY SURVEY CERTIFICATE NO. 3590 STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL • cJ PO w4 013G 1- 4 o- 1 J 0 0 :x•3/4' t P4 14,x••14 PLAN OF SURVEY 1S , • L1_ ' 10' P tin., `T ` (5.06 s s. A ? r l�J Fp•' /t PIPt3 ;3CALJE I'* 20' ,so ' -9 8 1, 7 6 5 .� 1 4 3 2 53. 6' I In .. J \ 80' 80' Iti L 1 0 co 13 0 co 130 10 12 SURVEYOR'S NOTES: 0 14 13 0' is 1s PARENT TRACT OWNERSHIP: PARCELS BEING DIVIDED: SURVEYOR'S CERTIFICATION: N.E. \ �• \\ \\ 18 97th 19 20 ST 21 N.E. 96 ST. LOCATION MAP SCALE :1' BY: 22 o co .() 23 = 0 co 60' 53.91 60' LEGAL DESCRIPTIONS ORDER NO. 8683 F.B. 333 PG. 52 -56 PREPARED BY A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126th STREET NORTH MIAMI, FLORIDA PHONE: (305) 891 -7340 LOTS 15, 16 AND 17, OF BLOCK 30, OF "AN AMENDED PLAT OF MIAMI SHORES, SECTION NO PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY IN THE VILLAGE OF MIAMI SHORES, FLORIDA. 1 PARCEL "A ": LOT 15 AND THE WEST 1/2 OF LOT 16, OF BLOCK 30, OF "AN AMENDED PL ,V OI MIAMI SHORES, SEC — rION NO. 1 ", IC;CORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA: PARCEL "B ": THE LOT OF EAST 1/2 O 16 AND ALL OF LOT 17, OF BLOCK 30, OF "AN AMEiYDED PLAT OF MIAMI SHORES, ,, , SECTION NO. 1 ", ACCORDING TO THE PLAT THHEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF IHE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; BEING SITUATED IN THE VILLAGE OF MIAMI SHORES, FLORIDA. A. R. TOUSSAINT & ASSOCIATES, INC. HOWARD C. GAMBLE REGISTERED LAND SURVEYOR NO. 1683 STATE OF FLORIDA 1 DATE: NOVEMBER 26, 1986 SCALE: AS SHOWN WE HEREBY CERTIFY: THAT THE ATTACHED "DIVISION OF LAND WITHOUT PLAT" IS TRUE AN CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION. WE FU TI1ER CERTIFY THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECIHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE F FLORIDA, UNDER CHAPTER 472 OF THE STATE STATUTES. V. PRES. " DIVISION ORDER NO. 8683 F.8.333 PG.52 1 ", ACCORDING TO THE FLORIDA; BEING SITUATED OF LAND WITHOUT PLAT" A. R. TOUSSAINT a ASSOCIATES, INC LAND SURVEYORS 620 N .E . 126 St. NORTH MIAMI, FL. in Q 9.5 ASPHALT PVM'T. iao.00_ 75.00' (50') PARCEL c0 A I— I— (50') of (5 0 75.00' I •� SW ..a atr' 5' CONC. 5Q�1L0'.. LT. POLE N.E. _-f' (5 SET I.P. 0') 96 DATE NOVEMBER 26,I98@ SCALE' AS SHOWN P C L SET I.P. (.0 N. I-- 0 0 .J J S1YK -- __ --`� SWALE ST. SKETCH OF SURVEY SCALE : 1" = 20" ALLEY- 75.00' (50') 75.00' (50') WD. POST - - -, 0.48'ENC. 1 CONC. FT. ENC. 0.96' CONC: SLAB 12'CL. FD.I.P 0.5' CURB W.M. WD.POSr ENC, 026' W0. POST ENC. 0.05 -CONC. Fr. 0.07' ENC.